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rs143_032-05020l) 01 I I Sa (o a6 L5- oin8�� 02i Nnn 0 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. C.G.P.S. SPMS N: 2308545.48 E: 6077051 .14 LAT: 33 LONG: - 117 COMBINED FACTOR: 0.99998749 MAPPING ANGLE: -00 N66005.1 52, 9 i, W "16 v'o 07 N6 o 6 ''W 9 6 , co PT. 11036 FD l %2" PUNCHED BRASS DISK STAMPED RCE 862 DN. 0.25 989 3 3 n/6 7 0 "w 1 0-? A R I/VC O N Z h� 04P / Lj_j qj aus GE u(m 3 PT. 1008 FD. 2%2" PUNCHED BRASS DISK IN CONC EMBOSSED "CALIF. DEPT. OF TRANSPORTATION 08 -SCN RIV -15 PM 41.9 12.30.08 COMBINED FACTOR: 0.99997476 MAPPING ANGLE: - 00 NAVD88 ELEVATION: 649.03 � SHEET 1 - i � SHEET 18 T --- - - SHEET 11 I SHEET 15 � •�� 2 SHEET 16-- E T 0 1 9 PT. 2009 FD 2 BRASS DISK IN CONC STAMPED "D8 -SCN RIV -91 PMR 7.4 1 2.30.08" FLUSH �;��, ii `111 � IMI�j i (RIVERSIDE FREEWAY) 0 V,z 4 0 40. 73, 4 , g "w- OUN J N77 5 °6 � m❑ PTI C.G.P.S. OEOC N: 2225550.04 E: 6107584.61 LAT: 33 LONG: - 117 COMBINED FACTOR: 0.99992608 MAPPING ANGLE: - 00 N� 3153.9��E 9 9 9 0 - 73- 75 SHEET 2 OF 19 SHEETS r o z o C) z � v CD 0 (D MAPPING ANGLE -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 36 2 1 34 9 43 7.31 , 35 9 036 1 , 40 9018 . 42' CONTROL DIAGRAM / INDEX MAP / VICINITY MAP NOT TO SCALE SEE BASIS OF BEARINGS AND DATUM STATEMENT ON SHEET 1 15 C.G.P.S. MAT2 I N: 2257426.32 E: 6201 390.31 LAT: 33 '24.323728" LONG: - 117 COMBINED FACTOR: 0.99993304 MAPPING ANGLE: - 00 0 39'07.57" 3 4 ) RIV.CO. 13091 D O z z c U 0 LU O W CD (D MAPPING ANGLE -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1 " = 1 00' IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. aoi5- 01I18a(� �a SHEET 3 OF 19 SHEETS m I- W W W W V) W z U I- Q �I J aoi5 oi1 s0?6 o z z C U O W U (D MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1 11 = 50 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEYS JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET 3 SHEET 4 OF 19 SHEETS D ARcf L 1 �� 6 °8 ,S2 DETAIL B �,�4'' I ' NOT TO SCALE 4S- 0 o ! 21 0 4 (41 � k � D ( 83158 4R25)W S'LY LINE LOT 1 �'�� ! ��5 4 ?'l 4 S S ,� p N81 ° 56'30 "W w o 0 o FOUND 2" BC I 4 1 0 ° - -_ 0 R16 Lo " 1 83 1 7 0 � I. �� °' �' `r'°c� ail °Q ° �' � �° CDOT 107 +66 48 j FST (4'100 S � N08 03 30 E q c� 3 ) R 2 °46' 0 =00 59'02" (� =00 59'06" R25) ;'- o DN 0 °2 PER CAL TRANS F OUiVp �IS �S 4 � 232 R= 350 °00' (M &R25) 9 - -� FIELD BK 252979 PG. 8 ! co �L10�F0 8 S' 7 75 ° 7 0 , L =6 °01' (M &R25) RS 70166 ACC. AS CL INT. I v �, C/� ,c� (i1�1� �p °O N73o " GRAND AVE. & CL VICTORIA AVE. _° w 6 ob ! 15 16W S40 °05'45 W( `-�S`'o3. ! 7- 2326 �' J < o 0 o I �,I ! M ' \ 88 3 o ! ESTABLISHED BEARING OF LINE X06, DISTB ALONG C FREEWAY S A N Q [ERHQR�0N� CE O ° � I o G 98 82, o HOLDING INT. SLY LINE LOT 1 S_�'_ - Q �Q < ° I R/W SE L Y OF S LY LINE ES TABL I SHED PARRAL EL I ° R o g 1 ��(� 8 8 X8 8 c I MAP EXTENDING N W �'= LOT 1 PER R25 W /AND 130 °00 LY OF «� I LINE PERPENDICULAR TO CL FIRST ST. CL OF FIRST ST PER R25 Q ! ° ° p ° g <, R7� R1 W LIMIT OF R/W GRANTED TO STATE PER I �- B� 23 S3 % S 2 ; J J 1 1959 O.R. 19357 ' N81 22 °62', O 1 ESTABLISHED PARALLEL 1 (N81 ° 54'30 "W 22 °72 R25) ° 55' O ! � CL 2ND N08 o ST. PER R40 O 033551�EE 25 °64' R25) 1 w 40' o O (N08 0 N N81 56 6 W ' ESTABLISHED PARALLEL W /AND 8 °00 150 °06 (150 °00 R40) O WESTERLY OF CL OF ALLEY PER R25 N33 "W 17.32' ° 1 ESTABLISHED CL ALLEY ST O '39 "W 18 °03' R25) ! o LOU (N33 27 w �� BY MEAN BEARING BETWEEN 40 1 0 0 °oo ESTABLISHED PARALLEL �o �I C/L OF VICTORIA AVE. AND ESTABLISHED CURVE PER RECORD RADIUS 350 °00' N81 ° 56'30 "W 158.03" I . z � °� W /AND 446 °00 N LY OF �o �I C/L HOWARD ST PROPORTIONED I f— BETWEEN ESTABLISHED TANGENTS PER R25 150.03 (1 50 °00 ' R40) ° j ` o� CL OF 2ND ST PER R40 � ALONG 2ND ST. "' ``'� N81 ° 56'1 6 "W N ! N81 ° 56'1 6 "W W I (N81 ° 54'30 "W 1 50 °03' R25) ^ o j o 150.07 (150.00 R40) �I 150.07' (150.00 R40) �� O v o �] o o ' z � o I SHE �'- ESTABLISHED HOLDING REC. DIST ALONG N LY R/W OF FIRST ST. (150.01 R25) N81 56 30 W �� I 16 ESTABLI - ° � w o o � � )I 1 ° 8 150 °01 (150 °00 R40) ono _ °v LO �° I PARALLEL W /AND N AND REC. DIST° ALONG LINE OFFSET 50 °00 N LY OF N LY R/W OF FIRST ST. (150 °03 R25) (N81 ° 54'30 "W 1 50 °01' R25 `-) "T ! w ° °� 0 �� o w� 0 446 °00' N'LY OF o ° 1 Q I I . o r I o °� �° �I� w CENTERLINE -- - - - - -- LOS — �� — J - -- '� 83 °1 7 z �� N L, 06 ° 7 5° 7p- N08 05 20 E ° ° (1 50 5 2 1 50 0 0 o v w ESTABLISHED CL INT. PER DIST /DIST I N81 �I� a OF 2ND ST° PER R40 ESTABLISHED AT RECORD DIST �)/ ` N ! INT. HOLDING FOUND MONUMENT ACCEPTED AS o 39° 80 SLY ALONG E'L Y LINE N 15'1 ��, 39° 59' 's' i oo! a M o 0 0 r, � 1 n OF LOT 1 1 FROM NE L Y COR ° W N oo z o o° d o CL INT. OF FIRST ST. & VICTORIA AVE. & cn u ESTABLISHED PARALLEL of ° 00 �, o w RESOLVED CL INT. OF SECOND ST. AND RAMONA AVE ___THEREOF PER R25_______________ _______FIRST _ _ 4� STRE T _�J ° M W /AND 396 °00 N I L OF o> z - o o ° o ! AS ESTABLISHED BY BEARING /BEARING INTERSECTION N08 ° 03'57 "E 41 °02' ( R �3S 3 1'3 I 's' CL OF 2ND ST° PER R40 6 ? !� ° z °o 0 Q ° a\ C\ 0 �'' N 00 R25) (1 50 °00' R4 r ° 00 0' (139 54' R25)L�� 1 ' Y ' (1 50 0) o N81 ° 56'30 "W 386 01' M &R25 0 1 I ° (, ( )) (C 8'7 ?1 ' N79 ° 04'55 "W 140° 1 I N81 56'1 6 "W 1 50 °08' z � I j (N81 54 30 W R25) 2�8 ° ° p R2S 3 , ° j j 9 R2sS �� 16 0 02 , (M &R25) N 1 50 °27' SEE DETAIL B y N790455 W 5 - `J � 42.46 ° (150 °25 R25) HEREON y � hh (N79 05 58 W 542.46' R25) —� �! �� LOU 0 'S ESTABLISHED CURVE PER o ' w ! ,�L RECORD RADIUS (350.00 o Lu w `� ! 4; \ /� oo�o° BETWEEN ESTABLISHED z ! w e ! FOUND 2 1 /2" BC CDOT 0 �h TANGENTS PER R25 ' ca z RECORD REFERENCE ECE I�Q� �� a� 1ST & VICTORIA AVE QZE R1 6 = RS 70/66 M j DN . 0° 15' ACC° AS INT \ p o; SEE BASIS OF BEARING AND DATUM �z R1 7 = PM 1 43/1 3 -1 4 ,� j FIRST ST. & VICTORIA AVE. 0� �� STATEMENT ON SHEET 1 m� R25 = CDOT R/W MAP NO. 905571 & 915093 ( 0� SEE SHEET 2 FOR MONUMENT NOTES, R40 = M.B. 9/8 (S °B° CO.) o! CONTROL DIAGRAM /INDEX MAP AND V) c 1 RIVERSIDE FREEWAY — SR— 91 VICINITY MAP. I ° zl I I , 8 9 340 1 ! 2 3 4 345 6 7 8 1 I 1 I I •• W W V) Lli W V) W z_ U Q sl"D SEE SHEET 5 SEE SHEET 6 RIV °CO° 13091 OUND T "BRASS I t° N N M Q7 CA O� CAP STAMPED ' RCE 862 n ° o Cn w (:5) cn -p w N o �� -a o `� FLUCH, PER R23 n ° o 11 11 1>1 cp n V ACCEPTED AS CL EC �� <` o' o � < <O \� �`` I ``i� °o ° ° cn zcn00 r O �O / � OO I -i �'° ° M cn O w w w � cn cn cn ° ° ° Q (9 00 W -�I O N -J c0 0119 a o v I D m -U � Qo 0 s � "�� o r� O m � m 0 �o w N \ - Ti 01 � 00 ( A 00 O 01 0 z ° O \ 01 0 � 00 W 00 Cn O o �!` \ 6 " p ov ov �° ! y U ° o Q° N p o � n 'P� c� z I ,__, �0 11 cn QO K N m oo co Qo Qo o -.i 00 -o J 0 Q ° 0> rn z g��MMMM fTl � <, f � �� y � �� \ � � � � � O o O Z � n'1 � o � CO � -p M F` -o Qo �;] OD o -� z n � p -0 a o� m�� ? �� / �, /a a,` "-9� (9D N o ! m M %--4 f 00 "00" DO o m M D ° C 1 3 0 �' /,��' /,�' �35° asoa s ° o (Un © = r �o L 1 8 �� J J , \ , ° , 00, T/Q m� N � � � , , o �� . 0 cn a° cn c I / V ° z m N o � ° 79 ?7 " . 99 °48 323" �z (n Io �� ?:' �, R23 �o j MAIN STREET c9 � N08 ° 03'03 11 E ° I n IQ' -� _ N08 ° 03'13 11 E (N08 ° 02'50 1 'E R25) 1189.00 (1188.74 R25) �- - -------------- - - - -��, - 7.88.32' - -- � - -- -- - - - - -- L 17 - - - - -- w � -�iv �� -�o ---- - - - - -- '--= -- - - -- -------------------------- - - - - -- ------------------------------------- ir L 1 6 p �-'" 1 �� z S81 0 53'40 11 E(R) / w oI 7 >��° r _ 4_ ° ESTABLISHED BETWEEN 0-) ° I �' ��` �lh R -4 20 5 j FOUND MONUMENTS - o ncn - TI r rl 0 - -1 0 O � z DO ° CSI N� CA rTI� N.a = m Ol n r c a r O o� �0 z m �7 0 n O w Q0 m rn 00 ::0 z —TI mnNc�p� � cnrr� .rte 00 z = Rl�7fTln� - „(Arm ° �= Q —I '� n zo n D nr"'-, (n - 'n Q D(n° n n n n cnz --i ° O pp —00-!� N - �- �OO(nQO(9 ° ion m i; (-n \ ern- N -I D C7 N p 1 0 Ul N W W . (.n O Ln (n Cn N N W C N C Co -p (n 0 0) i ° m NN Cn ANN A-.�� 7 0 0 -p�QO 0000- 1,000��0 ° � N ° l A -i O O O N D m rn 00 ::0 z —TI mnNc�p� � cnrr� .rte 00 z = Rl�7fTln� - „(Arm ° �= Q —I '� n zo n D nr"'-, (n - 'n Q D(n° n n n n w w N � 0 ° O pp —00-!� N - �- �OO(nQO(9 ° (T� 0 O - - -t � �IN.i�- .I o O0(D00 ° m 0 0 0 — ° 0 0 0 0 0 0 0 0 0 0 0° 0 O m r W W W (nCn 6) U jM�W -, D D C7 N p 1 0 Ul N W W . (.n O Ln (n Cn N N W C C Co -p (n 0 0) i m NN Cn ANN A-.�� 7 0 0 -p�QO 0000- 1,000��0 ° > D D ° l — O O O N D D W w / / 0 y 0 / 0 c ) - �W � 0 0 00(nW° OD N�� z z X 00 (.n n - - � N �7 N � Z = L Cn z a n o cn n `rl I �` � � s N08 ° 04'04 ' E 375 95' i r r r r r r r r r Z (9 00 --j b> (n � W N -� O ° ZzZZZZU) (nzzCnCnzzz co Mrn0 M 0 -� N — � 00 00 M w 00 — M w D r 0 0 0 0 0 0 0 o O o 0 0 0° o NO (n 00ocr)ocn0(n 0 O) -1 CD a W W W 0) W M W -J W c,,i Z M O �N p0�000�0(n0 - � ( A N O Cn (9 L c,.I W W p W -J W W V W MM ::2fMM ��MM mm D w w -' BMW WNOW 1 - -' H ww0 ')MrnMCACA nc000 � oo�O�(n ---j nwo�oo�oo - D 00O(0w01 00 A N N N N M CA w w (n n�m� I 89 ° 5843 11 (M &R25) -�� ° ------------------------ - - - - -- -- - - - - -- - - - - -- - ---------------------------------------------- o °n I 157.97' (158°00' R40) � 157.97' (158.00' R40) O1 00 Z N08 04 04 E 1 315.94' (316.00' R40) ^ I z CnRI ^�n'pO, -, o� i 2R'1(Ar" -TI �s j o0 z ° o [� � n C C I i n 9� ° z R 1 - -(n 00 a �7 q w (�3,�m,` I 0 o �o °0 °��20 o I �,°� <��f O 1 �J ��(n N na �'O© W CIl Cn^ �� s O 7i� ,p ^W Ib� �7 `� I 1 00 ,J (A � (� Q n ^ ° i � /� � � � �.0 co I � � (n � , ° N � �, ~ z z o z w �o� �`SF'�s O ��'C'��P�`S�o'�` F` Irn� low ' ,- ' -ion =i I 30 ' o c�.!o rnr- -ir--�� °� ��I d �0 o� ,'�� G' ` �.. 0 rn r- CO I 1 (g ° 8 $7- �' -'�� w I ',� �, r- Q ° 1 (n OD g 70 Q ,, v ° ` ° / c� % '9 q '° �` �' J j o I d ° Co n n'S. (fl . I W I I s e n o z I � N o� N� n � I CO Z = cn i r Z Q 10 0 ° o (n c �] ul O , r� ^ C A w I ° �'Q '�� ` ,\ j,�� z ° Z r� 1 °° � �"� n ;`� n �lx U n'1 (n Ul rrl I I MATCH LINE SEE SHEET 6 0 00 0) o o N W �0 Iz 00 0 N 0 s 1 0 -- i<o° - , rr �- QD0 Tb Fey 1 ° Q �.,,� _ ` O ° �70Z° � rri zm On ° Q m� O rrl O �0 � yrn ao a O rrl <n(/� uo cn (� om -im n'1 n z M D rrl -1 �iu v) F6 yj �0 D -< r7 z '-' ° --d —I c/ I C N O O ° z D O CA UJ M \ j° r=id D ~K m� o FT1 C O x� D �z z D z ° Dz O D ED z —i ---d C Cn 40)3-0111U� 0 -. A - - p � v � n C y D �7 7 F Cn r- -Ti C D O D n ;:uz rr� z -i n D D O O O D II M � m to 7 GR�� NORTH n F n o O _ z °z r� D GEODETIC NORT ° o 00000 H -� 0 C �u cn 00 � D Fq� -°p o _ O T ' Z FTI o --� M= o M M = a z rn �Z C� u O ° 1 M z z z m O N m Z M x M c = -4 O O � W 30 m M mmvA -4Z v r y O = a -4 Z O M O -1 � O rn w VA O O on Z M -4 M O rn C z 30 , (A oo .t c w m 0 O Z �o a m = 00 M Z r°n rn rn .< rn y z rn M �o .. a rn m 0 c c ` Z M MM C r N` M 4 y N Z r O 310 %.a 0° mv �zz" M v CA " X a a a O r a0M30 av M a v M O M O-4 --I Z v' M°z � N 30 _ �o rn -p ac Za0M � 7D OZ -' O � -4 Z r oy��rn �Z o a O O i Z O z N � Z M w (A Z� M �� . O oa = -nm '° M M aowm(? M - tM(AC ° O1O -I M aca„ m wz-4zM M )10 z m M N M O O Mn M M Ul O T1 LD M M n�m� I 89 ° 5843 11 (M &R25) -�� ° ------------------------ - - - - -- -- - - - - -- - - - - -- - ---------------------------------------------- o °n I 157.97' (158°00' R40) � 157.97' (158.00' R40) O1 00 Z N08 04 04 E 1 315.94' (316.00' R40) ^ I z CnRI ^�n'pO, -, o� i 2R'1(Ar" -TI �s j o0 z ° o [� � n C C I i n 9� ° z R 1 - -(n 00 a �7 q w (�3,�m,` I 0 o �o °0 °��20 o I �,°� <��f O 1 �J ��(n N na �'O© W CIl Cn^ �� s O 7i� ,p ^W Ib� �7 `� I 1 00 ,J (A � (� Q n ^ ° i � /� � � � �.0 co I � � (n � , ° N � �, ~ z z o z w �o� �`SF'�s O ��'C'��P�`S�o'�` F` Irn� low ' ,- ' -ion =i I 30 ' o c�.!o rnr- -ir--�� °� ��I d �0 o� ,'�� G' ` �.. 0 rn r- CO I 1 (g ° 8 $7- �' -'�� w I ',� �, r- Q ° 1 (n OD g 70 Q ,, v ° ` ° / c� % '9 q '° �` �' J j o I d ° Co n n'S. (fl . I W I I s e n o z I � N o� N� n � I CO Z = cn i r Z Q 10 0 ° o (n c �] ul O , r� ^ C A w I ° �'Q '�� ` ,\ j,�� z ° Z r� 1 °° � �"� n ;`� n �lx U n'1 (n Ul rrl I I MATCH LINE SEE SHEET 6 0 00 0) o o N W �0 Iz 00 0 N 0 s 1 0 -- i<o° - , rr �- QD0 Tb Fey 1 ° Q �.,,� _ ` O ° �70Z° � rri zm On ° Q m� O rrl O �0 � yrn ao a O rrl <n(/� uo cn (� om -im n'1 n z M D rrl -1 �iu v) F6 yj �0 D -< r7 z '-' ° --d —I c/ I C N O O ° z D O CA UJ M \ j° r=id D ~K m� o FT1 C O x� D �z z D z ° Dz O D ED z —i ---d C Cn 40)3-0111U� 0 -. A - - p � v � n C y D �7 7 F Cn r- -Ti C D O D n ;:uz rr� z -i n D D O O O D II M � m to 7 GR�� NORTH n F n o O _ z °z r� D GEODETIC NORT ° o 00000 H -� 0 C �u cn 00 � D Fq� -°p o _ O T ' Z FTI o --� M= o M M = a z rn �Z C� u O ° 1 M z z z m O N m Z M x M c = -4 O O � W 30 m M mmvA -4Z v r y O = a -4 Z O M O -1 � O rn w VA O O on Z M -4 M O rn C z 30 , (A oo .t c w m 0 O Z �o a m = 00 M Z r°n rn rn .< rn y z rn M �o .. a rn m 0 c c ` Z M MM C r N` M 4 y N Z r O 310 %.a 0° mv �zz" M v CA " X a a a O r a0M30 av M a v M O M O-4 --I Z v' M°z � N 30 _ �o rn -p ac Za0M � 7D OZ -' O � -4 Z r oy��rn �Z o a O O i Z O z N � Z M w (A Z� M �� . O oa = -nm '° M M aowm(? M - tM(AC ° O1O -I M aca„ m wz-4zM M )10 z m M N M O O Mn M M Ul O T1 LD M M O rrl <n(/� uo cn (� om -im n'1 n z M D rrl -1 �iu v) F6 yj �0 D -< r7 z '-' ° --d —I c/ I C N O O ° z D O CA UJ M \ j° r=id D ~K m� o FT1 C O x� D �z z D z ° Dz O D ED z —i ---d C Cn 40)3-0111U� 0 -. A - - p � v � n C y D �7 7 F Cn r- -Ti C D O D n ;:uz rr� z -i n D D O O O D II M � m to 7 GR�� NORTH n F n o O _ z °z r� D GEODETIC NORT ° o 00000 H -� 0 C �u cn 00 � D Fq� -°p o _ O T ' Z FTI o --� M= o M M = a z rn �Z C� u O ° 1 M z z z m O N m Z M x M c = -4 O O � W 30 m M mmvA -4Z v r y O = a -4 Z O M O -1 � O rn w VA O O on Z M -4 M O rn C z 30 , (A oo .t c w m 0 O Z �o a m = 00 M Z r°n rn rn .< rn y z rn M �o .. a rn m 0 c c ` Z M MM C r N` M 4 y N Z r O 310 %.a 0° mv �zz" M v CA " X a a a O r a0M30 av M a v M O M O-4 --I Z v' M°z � N 30 _ �o rn -p ac Za0M � 7D OZ -' O � -4 Z r oy��rn �Z o a O O i Z O z N � Z M w (A Z� M �� . O oa = -nm '° M M aowm(? M - tM(AC ° O1O -I M aca„ m wz-4zM M )10 z m M N M O O Mn M M Ul O T1 LD M M 40)3-0111U� 0 -. A - - p � v � n C y D �7 7 F Cn r- -Ti C D O D n ;:uz rr� z -i n D D O O O D II M � m to 7 GR�� NORTH n F n o O _ z °z r� D GEODETIC NORT ° o 00000 H -� 0 C �u cn 00 � D Fq� -°p o _ O T ' Z FTI o --� M= o M M = a z rn �Z C� u O ° 1 M z z z m O N m Z M x M c = -4 O O � W 30 m M mmvA -4Z v r y O = a -4 Z O M O -1 � O rn w VA O O on Z M -4 M O rn C z 30 , (A oo .t c w m 0 O Z �o a m = 00 M Z r°n rn rn .< rn y z rn M �o .. a rn m 0 c c ` Z M MM C r N` M 4 y N Z r O 310 %.a 0° mv �zz" M v CA " X a a a O r a0M30 av M a v M O M O-4 --I Z v' M°z � N 30 _ �o rn -p ac Za0M � 7D OZ -' O � -4 Z r oy��rn �Z o a O O i Z O z N � Z M w (A Z� M �� . O oa = -nm '° M M aowm(? M - tM(AC ° O1O -I M aca„ m wz-4zM M )10 z m M N M O O Mn M M Ul O T1 LD M M a z rn �Z C� u O ° 1 M z z z m O N m Z M x M c = -4 O O � W 30 m M mmvA -4Z v r y O = a -4 Z O M O -1 � O rn w VA O O on Z M -4 M O rn C z 30 , (A oo .t c w m 0 O Z �o a m = 00 M Z r°n rn rn .< rn y z rn M �o .. a rn m 0 c c ` Z M MM C r N` M 4 y N Z r O 310 %.a 0° mv �zz" M v CA " X a a a O r a0M30 av M a v M O M O-4 --I Z v' M°z � N 30 _ �o rn -p ac Za0M � 7D OZ -' O � -4 Z r oy��rn �Z o a O O i Z O z N � Z M w (A Z� M �� . O oa = -nm '° M M aowm(? M - tM(AC ° O1O -I M aca„ m wz-4zM M )10 z m M N M O O Mn M M Ul O T1 LD M M Ln Ld Ld V) Ld W V) W z J U Q IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. 4615-01113,2b inn SHEET 6 OF 19 SHEETS 3� (D cD MAPPING ANGLE 0 0 = -00 °42 52.66 z z o AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE �' 0 CALIFORNIA PUBLIC RESOURCE CODE o (LAPLACE CORRECTION NOT APPLIED) w 0 0 50 100' 150 SCALE 1 " = 50' SEE SHEET 4 SEE SHEET 8 (N81 ° 53'36 "E 30 °00' R25) N81 ° 54'30 "W 30 °00' 1 (g52388 9 1 1 E R25) ESTABLISHED BY RECORD DIST° (32.90 N82 59'13"W ALONG CL JOY ST. BETWEEN FOUND 95 °20' MONUMENTS PER CDOT R/W MAP NO 915093 08 32.90' (N81 ° 53'1 2 "W 376 °27' R25) (NO8 006'24 "E N81 ° 52'44 11 W 376 °41' ..r 32 °90 R25) D O 00 2�' 2�' 1 7 9 ° 5 9' 2 6" ° FOUND 2%2 DOH BRASS CAP, _ FOUND 2 � " CDOH BRASS CAP 2 ' � O � 2 ' ' DOWN 1 0 N WELL E ° 90 (M &R 2 5 ) N81 ° 55 W) ACCEPTED AS CL INT° �' _2__ND _ DO CEPTED S AS CL E INT PER R25 2 - � - - - --- - T - - -- -- - - ,/ - - - 0 103 °32' - - -- N81 ° 56'16 "W -- ° - -- 386 °28' (N81 ° 55'39 "W � - - - -- 386 °29' R25) 52 - -- �— ` -- - --- - - - -- N81 - -- / M N81 °5�-�1AIlia, . LINE DATA I 3RD STREET �� NO. BEARING DISTANCE 0 q, �`Z, �'l � � L25 N54 0 03'49 "E 31.96' N 1 ° 07' 3 3 1 1 W(R) RIVERSIDE FREEWAY - SR -91 SEE SHEET 2 FOR MONUMENT NOTES, (N54 2 32 °02' R25) �� L26 N08 04'56''E 49 °98' (50 °00' R40) L27 N08 0 05'49 "E 49 °97' (50 °00' R40) L28 N08 0 04'46 "E 49 °98' (50 °00' R40) L29 N08 03'44"E 49 °99' (50 °00' R40) L30 N08 0 03'53 "E 49 °98' (50 °00' R40) L31 N81 ° 52'44 "W 50 °07' (50 °00' DR4 &DR5) L32 N08 0 03'50 "E 49 °98' (50 °00' R40) L33 N08 0 03'57 "E 49 °97' (50 °00' R40) L34 N08 04'03"E 49 °96' (50 °00' R40) L35 N81 ° 53'04 "W 100.13" (1 00 °00' DR1 ,DR2,DR6, &DR7) L36 N81 ° 53'23 'W 100.13' (1100.00' DR2,DR3,DR7, &DR8) L37 N81 ° 53'43 'W 50 °06' (50 °00' DR4) Ln Ld Ld V) Ld W V) W z J U Q IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. 4615-01113,2b inn SHEET 6 OF 19 SHEETS 3� (D cD MAPPING ANGLE 0 0 = -00 °42 52.66 z z o AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE �' 0 CALIFORNIA PUBLIC RESOURCE CODE o (LAPLACE CORRECTION NOT APPLIED) w 0 0 50 100' 150 SCALE 1 " = 50' SEE SHEET 4 SEE SHEET 8 (N81 ° 53'36 "E 30 °00' R25) N81 ° 54'30 "W 30 °00' 1 (g52388 9 1 1 E R25) ESTABLISHED BY RECORD DIST° (32.90 N82 59'13"W ALONG CL JOY ST. BETWEEN FOUND 95 °20' MONUMENTS PER CDOT R/W MAP NO 915093 08 32.90' (N81 ° 53'1 2 "W 376 °27' R25) (NO8 006'24 "E N81 ° 52'44 11 W 376 °41' ..r 32 °90 R25) D O 00 2�' 2�' 1 7 9 ° 5 9' 2 6" ° FOUND 2%2 DOH BRASS CAP, _ FOUND 2 � " CDOH BRASS CAP 2 ' � O � 2 ' ' DOWN 1 0 N WELL E ° 90 (M &R 2 5 ) N81 ° 55 W) ACCEPTED AS CL INT° �' _2__ND _ DO CEPTED S AS CL E INT PER R25 2 - � - - - --- - T - - -- -- - - ,/ - - - 0 103 °32' - - -- N81 ° 56'16 "W -- ° - -- 386 °28' (N81 ° 55'39 "W � - - - -- 386 °29' R25) 52 - -- �— ` -- - --- - - - -- N81 - -- / M N81 °5�-�1AIlia, . ESTABLISHED ARC BY PRODDING I 3RD STREET �� ESTABLISHED TANGENT LINE TO R/ �w RECORD CURVE TANGENT DIST° MAP a 06 6 7 � SEE BASIS OF BEARING AND DATUM 0 q, �`Z, �'l � � FROM RECORD CURVE EC 58273, O.R. RECD 04/1976 STATEMENT ON SHEET 1 / O N 1 ° 07' 3 3 1 1 W(R) RIVERSIDE FREEWAY - SR -91 SEE SHEET 2 FOR MONUMENT NOTES, NO. 2009 O.R. RECD 06/30/2009 CONTROL DIAGRAM /INDEX MAP AND �� (N81 8"W II R25) ` N81 55 59 W N81 (N81 346 R25) VICINITY MAP. �2 �� _ ON 2013 - °29 50 ° 00' N q, �2 79 °4 (M &R25) N81 346 °27 DOC° 2 O 1 999 - 487568, O.R. RECD 1 1 /04/1 999 R25 = CDOT R/W MAP NO. 915093 & 905571 N61 0 55'42 11 W 31 °1 5' (316.00' R40) I N81 ° 56'1 6 A 316.30' (316.00' R40) 158.20' T I 58 °08' (158.00" R40) 1 58 °1 5' (158.00' R40) _ F1 58 °1 5' (1 58 °00' R40) I 1 50 °20' (1 105 °99' 150 °15' (150 °00' R40) 150 °15' (150 °00' R40) j 100 °13' A _! �Q0 (1 05 °96' R25) . 0 (1 00 °00' DR' o! ;- DOC ° NO° 2004- 0775589, N I N L OO U 7 °N i N ^ L 0 U (3 m ° © �! 0 DEED REF. NC �! 0 °R° RECD 9/30/2004 w -- I J �w -' 0 0> o^ '" ^o FAA N81 ° 56'01 11 W �~I N81 ° 56'01 "W �`-�'� ° LEI ^o w A L0V o! A pOG°� 0 01 f�0� " 401 Ln O O O,o od L35 o 11 i 1 50° 1 6 (1 50 °00 R40) -�00 �I� 0 1 50° 1 6 (1 50 °00 R40) V)jN �� N81 55 57 W 1 50 °06 o, ^ I ` o = Ln ° ° o DEED REF. NC Lnl i N08 °04'56 "E (150 °00' R40) A ° I °°�? IOU o A �v� oo ° L0IT 6 DI, 0 00 (� �r O a> n L�O� Ni I I Ln °p N �T. N °p -0 N ��Q Lc) OC) 8 °97 Ln ^�I��co� N L� DO� O 1 1 i J i � I r- In -1 o O I n J Ln J p Q J 116 I w--N4 03 49 E 1 80 °83 I �.LO O o BLOC K O rn � �� " �� olnv A o h i (N54 E 1 80 °83 R25) A I T-0 A I o v �,1, 0 - ) ro L36 �I Q i � ------------------------------------------- - - - - -- O� 0 o i � 0 p i 11 r- O i 11 ° O r- O� ICI N81 ° 56'1 2 "W 1 50 °05' 0) �J 40 6) N81 55 45 W �lao N81 55 45 W r- o ( .r' DEED REF. NC 6) r-' ° 150.18 ' (150. 0 0' R 4 0) Lo , A (150 °00 R40) � �I � 150 °18 (150 00 R40) �, 0 ' I ' LO (� ' LC �[ ° oo '� I = (p� 0 6) 0 I w if 6� LOU O i N d BL L/ O Ni I w N UVU oL�J o A N = 'M N 6) 0/ 8 O> °O rn O LOU 4� I� LOT 0 I � „� 158 °04' (158 °00' R40) ' LID N81 °55'29 "W 16 LOU 44 Lf)�� " 100 °13 ��____1_50 ° 04' (1 50 ° 00' R40) \ _______ I Q I 0 150.19` (1 50 ° 00' R40 ), ! _______________________________ __ ___ �o 00.00" DR: - - -- I ----- - - - - -- - - - -- -- - -� - -- o � O o - -- ---------- � - - - - -- I l -- - 6) I° r� - - - 1 - - °1 - - (1 DEED REFERENCES I 3RD STREET - �ow DR1 DOC° NO. 1976 = 58273, O.R. RECD 04/1976 RECORD REFERENCE _ 00 DR2 _ DOC° NO. 2009 O.R. RECD 06/30/2009 R7 = PM 23/70 DOC° orn ° o DETAIL ' � D �' DR3 = DOC° NO. 2013 - 0147265 O.R. RECD 03/27/2013 50 ° 00' ao , j �;� 0 DR4 = DOC° NO. 1 999 - 487568, O.R. RECD 1 1 /04/1 999 R25 = CDOT R/W MAP NO. 915093 & 905571 Ln °� X 00 0 NOT TO SCALE DR5 - 0 D C NO 197 - 540 0 R RECD 02/16/1978 8 30 R40 = M.B. 9/8 (S °B °CO °) � `_ ______158°04'_158 °OO�R40) oo O ao 00 - I _ __ 1_48_20'_ -- _________ Ln 1 0 158.19/ (158 °00' R40) 148 °19 148 °00 R40 158_00_ =_�_ - - - --- - - - - -- - ----------------------------------------------- ----- -- -- ------------------------------ 1 58 °20 (1 58 °00 R40) ( M &R40� - - - - -, r- � q ° ~ o ° A � � � �- 158 °20 (158 °00 R40) � M -- N81 53 43 W 150 °19 � � 158 °19 (158 °00 R40) A N81 56 28 W 31 6 °07 VI `- I I (150.00' R40) I 30' I N81 ° 55'52 "W IE (316 °00' R40) M �I M I N810552911W ' 316 °39 (316 °00 R40) , ' w A o ao ^ �I I 30 I` = 6) N81 P 316 °38 (316 °00 R40) wl ° lo' I ESTABLISHED AT ' ° ^ ES TABL I SHED A T I Ln "' � I I I - dI ; ° I ° lo►wl 11 1� I ° 1 ^-� o o -- j ^� SEE DETAIL 11 E 1� �, ,INTERSECTION , a 40 , INTERSECTION SEE DETAIL D I^ w Ln L0U 10 °I ° I° LO TS n- Ln I ° ° , 3 0 °_ ! o ( 0 i �- �; 11-0 A i�� HEREON I� w 1q_ o1 i U�JLI o D o 0/ 8 i O w I M w O 1 i� i i ' � i i� _ ' i w I I ° ° I 0 - I - 0 I I °!�� HEREON ;� M I�'�o o 11 �, 'o. I ' ° °�° I C� •00 1 ° rn I rn ° 1 10 o� 1 oo N81 54 03 W 1 50 °19 0 iw �0 0 00 _wo1 ILnl i o 1 1 i �10 i i ° ( i iM' ° i I ° I _ aD i 0 ®Q o C � 100 ao z A (1 50 °00 R40) O 0 0 L n i �' i i in Ln 1 4 D ' Ln Ln i n �( �j i Ln' 00 i n 1 00 co C5) i A O i Ln I ao i i 00 O Z O U') 1 0 0 �1 i �- O I 0 L� O LI O� U IO' Lam, O ' � Iw � Jim Lni i ° I i� D L5 00 O j `� Ln Ln o O ;` i ; `J ° I W ° i iv' Zi ; z ��; L� LOU LI LI ;�I�i L� O T LI - 3 ; ` 00 Z o 1, IJ o 11 o f I i i z V Z 6) i O� I i i M i 00 i 100 00 00 Z i i i I` i 1 i i0) Imo, �- iol�i i I O °i --------------------------------------------- ESTABLISHED AT INT° N81 54 23 W 150.1 i i i i Ln i i V g ` R I i�l OF CL OF 3RD S T ° ; n lo ° a> Ln I ® o 15$ °00 M 40 ao � � �� ern, (1 50 00 R40) FOUND 1 BRASS CAP `� 0 ; ; AND CL OF HOWARD ; I 1 (316 °00 R40) DOWN 1.05' IN WELL NO REF. J ' ; N81 ° 57'1 3 "W 315.99' I I z � I I I I STREET ESTABLISHED I I LOU [I=O � �] � ACCEPTED AS CL INT. AT RECORD ANGLE 1 , 30 I , 158 °00 ' (M &R40) PER M . B. 918 FROM 2ND ST. CL I 150.18' (1 50 °00' R40) 1 I 1 ---------------------------------------- 1 � I � - - - -J - -- -------------------------------------------------- L----------------------------------------------- �STA�LISHED BETWEEN I 158.24' (158.00' R40) 158.24' (158.00* R40) I 1 58 °1 8 (158.00" R40) 1 58 °1 8 (158.00' R40) I 15 8. 0 0 �► o A o 56 FO 50 W 386 °08 UND MONUMENTS I N81 316 °49' (316 °00' R40) j N81 316 °37' (316 °00' R40) j (M &R40) r� (N81 R25) I ° 11 o 11 o o „ 0 498 °46� N81 ° 57'1 3 385 °98' N81 54 42 W 386 °50 (N81 58 8 W 386 °35 R25) 1 � N81 54 42 W 376 °37 M N81 58 12 W 1 81 ° 3 (_0_ I 158 °00' (M &R40)� j 1 50 ° 00' -- RECD 08/29/2012 (M &R40) I � _ o DR7 = 'TL07 ^ °� o v w --0 m o DOC° NO. 1978 - 0 r- I � Oo Ln ° 'Y'' U) ' U-) r 81 0 55'05"W o� 50 ° 00' ao , j �;� M &R40)� v 00 ` A L07 Q0 �r 7 Ln °� ° �� Ln X '�' i 1 5 0° 0 0� (M &R40) ______158°04'_158 °OO�R40) oo O ao 00 - I _ __ 1_48_20'_ -- _________ Ln 1 0 158.19/ (158 °00' R40) 148 °19 148 °00 R40 158_00_ =_�_ - - - --- - - - - -- - ----------------------------------------------- ----- -- -- ------------------------------ 1 58 °20 (1 58 °00 R40) ( M &R40� - - - - -, r- � q ° ~ o ° A � � � �- 158 °20 (158 °00 R40) � M -- N81 53 43 W 150 °19 � � 158 °19 (158 °00 R40) A N81 56 28 W 31 6 °07 VI `- I I (150.00' R40) I 30' I N81 ° 55'52 "W IE (316 °00' R40) M �I M I N810552911W ' 316 °39 (316 °00 R40) , ' w A o ao ^ �I I 30 I` = 6) N81 P 316 °38 (316 °00 R40) wl ° lo' I ESTABLISHED AT ' ° ^ ES TABL I SHED A T I Ln "' � I I I - dI ; ° I ° lo►wl 11 1� I ° 1 ^-� o o -- j ^� SEE DETAIL 11 E 1� �, ,INTERSECTION , a 40 , INTERSECTION SEE DETAIL D I^ w Ln L0U 10 °I ° I° LO TS n- Ln I ° ° , 3 0 °_ ! o ( 0 i �- �; 11-0 A i�� HEREON I� w 1q_ o1 i U�JLI o D o 0/ 8 i O w I M w O 1 i� i i ' � i i� _ ' i w I I ° ° I 0 - I - 0 I I °!�� HEREON ;� M I�'�o o 11 �, 'o. I ' ° °�° I C� •00 1 ° rn I rn ° 1 10 o� 1 oo N81 54 03 W 1 50 °19 0 iw �0 0 00 _wo1 ILnl i o 1 1 i �10 i i ° ( i iM' ° i I ° I _ aD i 0 ®Q o C � 100 ao z A (1 50 °00 R40) O 0 0 L n i �' i i in Ln 1 4 D ' Ln Ln i n �( �j i Ln' 00 i n 1 00 co C5) i A O i Ln I ao i i 00 O Z O U') 1 0 0 �1 i �- O I 0 L� O LI O� U IO' Lam, O ' � Iw � Jim Lni i ° I i� D L5 00 O j `� Ln Ln o O ;` i ; `J ° I W ° i iv' Zi ; z ��; L� LOU LI LI ;�I�i L� O T LI - 3 ; ` 00 Z o 1, IJ o 11 o f I i i z V Z 6) i O� I i i M i 00 i 100 00 00 Z i i i I` i 1 i i0) Imo, �- iol�i i I O °i --------------------------------------------- ESTABLISHED AT INT° N81 54 23 W 150.1 i i i i Ln i i V g ` R I i�l OF CL OF 3RD S T ° ; n lo ° a> Ln I ® o 15$ °00 M 40 ao � � �� ern, (1 50 00 R40) FOUND 1 BRASS CAP `� 0 ; ; AND CL OF HOWARD ; I 1 (316 °00 R40) DOWN 1.05' IN WELL NO REF. J ' ; N81 ° 57'1 3 "W 315.99' I I z � I I I I STREET ESTABLISHED I I LOU [I=O � �] � ACCEPTED AS CL INT. AT RECORD ANGLE 1 , 30 I , 158 °00 ' (M &R40) PER M . B. 918 FROM 2ND ST. CL I 150.18' (1 50 °00' R40) 1 I 1 ---------------------------------------- 1 � I � - - - -J - -- -------------------------------------------------- L----------------------------------------------- �STA�LISHED BETWEEN I 158.24' (158.00' R40) 158.24' (158.00* R40) I 1 58 °1 8 (158.00" R40) 1 58 °1 8 (158.00' R40) I 15 8. 0 0 �► o A o 56 FO 50 W 386 °08 UND MONUMENTS I N81 316 °49' (316 °00' R40) j N81 316 °37' (316 °00' R40) j (M &R40) r� (N81 R25) I ° 11 o 11 o o „ 0 498 °46� N81 ° 57'1 3 385 °98' N81 54 42 W 386 °50 (N81 58 8 W 386 °35 R25) 1 � N81 54 42 W 376 °37 M N81 58 12 W N81 2 °00' A❑ — ESTABLISHED BY PROPORTION PER R40 N08004'4611E N81 0 53'43 8 °00' (M &R40) 2 °00' o- 148.20 / N- N81 ° 55'29 II E 11 FOUND 2V2" CDOH BRASS CAP, ° DOWN 1.05' IN WELL PER R25 I N81 ° 53'31 1 V STREET ACCEPTED AS CL INT. ___ _2 ° —_p 376 °40' (376 °24' R25) N81 ° 53'31 "W 71 G nn' t71 G nn' oAnl N08 03'53 8 °00' (M &R40) 48 °06' —V- � 14 8.19' —�- N 81 ° 5 3' 4 3 'W ----------------- - - - - - - - - -- - --- - - ESTABLISHED CL INT. N81 58 Y PROPORTIONAL MEASURE ! 0(514.89' ALONG L OF JOY ST. I w - N83 06'00''W R7) PER M. B. 918 I �' FOUND SHAFT OF BRASS DISK, DOWN 0 °4 PER RS 46114 ACCEPTED AS CL INT. OF JOY ST° 14TH ST. O Ln 10 0 n I 4TH ! ST. -------------- �ow N Ln DETAIL - O ° o NOT TO SCALE LLj Lu V) Ld W (/) W z_ J U Q RIV °CO° 13091 & DOC° NO. 2012-0413381 O.R. RECD 08/29/2012 DR6 = DOC° NO. 2003 - 088109 O.R. RECD 02/06/2003 DR7 = DOC° NO. 2012 - 0155562 O.R. RECD 04/04/2012 DR8 = DOC° NO. 1978 - 30540 O.R. RECD 02/16/1978 & DOC° NO. 2007 - 0312069 O.R. RECD 05/10/2007 N81 2 °00' A❑ — ESTABLISHED BY PROPORTION PER R40 N08004'4611E N81 0 53'43 8 °00' (M &R40) 2 °00' o- 148.20 / N- N81 ° 55'29 II E 11 FOUND 2V2" CDOH BRASS CAP, ° DOWN 1.05' IN WELL PER R25 I N81 ° 53'31 1 V STREET ACCEPTED AS CL INT. ___ _2 ° —_p 376 °40' (376 °24' R25) N81 ° 53'31 "W 71 G nn' t71 G nn' oAnl N08 03'53 8 °00' (M &R40) 48 °06' —V- � 14 8.19' —�- N 81 ° 5 3' 4 3 'W ----------------- - - - - - - - - -- - --- - - ESTABLISHED CL INT. N81 58 Y PROPORTIONAL MEASURE ! 0(514.89' ALONG L OF JOY ST. I w - N83 06'00''W R7) PER M. B. 918 I �' FOUND SHAFT OF BRASS DISK, DOWN 0 °4 PER RS 46114 ACCEPTED AS CL INT. OF JOY ST° 14TH ST. O Ln 10 0 n I 4TH ! ST. -------------- �ow N Ln DETAIL - O ° o NOT TO SCALE LLj Lu V) Ld W (/) W z_ J U Q RIV °CO° 13091 o � z z° O_ U C LLi D O W 0 (D MAPPING ANGLE _ -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1 = 50' T W W V) W V) W z U H- a IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEYS JUNE, 2010 - JANUARY, 2013. SEE SHEET 8 SEE SHEET 9 R7 = PM 23/70 R13 = RS 63/21 R14 = LLA 03 -013 DOC° NO. 2003-907521; RECD 11/18/2003 R16 = RS 70/66 R24 = CMM 204 -796 & CDOT R/W MAP NO. 905594 R25 = CDOT R/W MAP NO. 915093 & 905571 SPIKE PUNCHE , DOWN 1 D3 I N WELL, R/ w H AP 0 (06 6 a k _ SR �� '� NO REF. ACCEPTED AS E FREEWAY p1 � LOCATION OF BRASS DISC S I� �3"�6��uMENTS HED BETWEEN RIVER °13 - 233 °3 (� =1233 ° ` 00 0 AND POINT ON CL OF 2ND ESUN L _1 U` 4p2 , R7 � ST. PER R /W MAP 204 -29 FO 4 ) 0 5p _ , ro 40 °5 4' ' 6) (S81 0 °20 pp _ 0 40 (MgR7 9 R13 ' S`R 2 �� 3° 5p 46" 1- ;� I9 ji� � �� ,,� FROM CL INT.) p��° 0 55� „E(R) (R 5 , J' , 3 1 R_6p00 ° pp R _6p00 °0 R s s _, --,-” ( - �� - ° p , , � �= 14 ° 0 79 � (p_ �_p -� °26 3 g L±77 ° 9 scP,cP j 6' ��' J6� \ �0�� Q �� / p3 1 5T5 - 7 W(R) o ° 4r° 28 R24) a'01 20 _p7° 20, _ gR13) ��9 `�6'`�P� ��SPQ1 ��,� / S p =11 46 L =29� °6 R13) \\ S00 ° 55'16 "E(R)� O_� 'p� \ �P��O5 p= 02o L =2g7 °1 2 � R24) \ - - - - -- B 2ND ST _ - - -° _ , o - - -- s� -,— \ ��o ° �' o° ��' �� 0�� OLD NAIL 02 5 O o \S00 ° 25'24 "W(R) \ FD° (p= ° p,35�� L =297 °7 v' -- — N81 53 31 W 251 ° 53 9 G �P �G pF FLAGGING, (p =02 5 - \ 9\ 9 _ J & FOUND CDOT T -BAR q ESTABLISHED BY � N81 181.37" \, - � 0� S53 ° 51 DOWN 0 ' z .n BA THEY CAP, DN. 0° 3 PROPORTION PER R40 23 37 6F�� 1 ° 12 33 E NO REF° °o c' ACCEPTED AS POINT �- -158 °00' (M &R40) ° \ c , ON ON CURVE PER STATE ©- ESTABLISHED BY o 150.00' ��o \ �� / \�'p� N R/W MAP & PM 23170 z PROPORTION PER R7 (M &R40) I �� , \�� 0 =1 22 o 0 6 31 ��(0 =1 22 o 32 5 5 R13) 61 ° o C - ESTABLISHED BY 0 = �- (1 22 25 1 1 R24) o -� 1�' 2� �'' \ �'\ s R= 50 °00' M R1 3 &R24 �,, PROPORTION PER R13 0 d - j ° s \F ��'J \' ��6 \ �o L= 106 ° 85 C 9 9 �' �'`' D - ESTABLISHED BY °'° Ate'_ S `, °cp \ (L =1 06 °94' R1 3) (L =1 06 °83' R1 3) o SZ° ° �' PROPORTION PER R14 ---------- - - - - -- �?- - -°-°9 �I �` L OU o � ° 06 0 FD 1" IRON PIPE & TAG m m 6` p \ MARKED LS 4297, FLUSH HO ` o �I 0 6' ° �> >o\ Q �\\ PER RS 63121 �/ 00 O ° s Q \\ J °) \\ 0 o , i i s - O 0 (S78 55 (S78 " E 1.83 N81 "W � �° o ° u'�`, c~'- S` ``p 0 9 ° ��j 9�\\ <� � ° FROM BC IN R /W) — ( M &R 4 0 d I �° - �'�'� '� v v 6'\ 9 � \` p o �`'0 6,_ ` B �I p� �; \ �' o�o�_� ° p d,V' c� 0 0, 630 06'05 "E(R) 2gg °47' °' ° w A v p \, 0 - �6'_ 9 ; N �� 7 &R13) �I '` -� v"' \ �s_'� N 89° 19 29 °66 R ' R24) o��'d N 'Z3 ' J 0 '06 E 2 9g ° 50 LOU 7 Ln rnoo I� v < \ �6' (N go 15 5 4'•W PARC d- \\ \ (N$ 2 e PAR ° pARC ELF 2 PARC ELF 3 Li rl- OD o X158 °00' 10 r M &R 4 0 ) A l p . m e o 0 23 / 70 N81 ° 55'52 'W I ° 6' �� z Y ESTABLISHED u , D ESTABLISHED o� '' CURVE PARALLEL PARALLEL W/ ;�I ° \ WITH AND 50 °00' l 3 , N64 1 6 27 — �' �2 / 0 AND 150 °00 ° D - - - - -�� \, ELY FROM C/L ��'i ,,�j) rn ��' \ GRAND AVE. �Fi� %" a2 N A w ELY OF ELY I° p < �`� ` a col '_ N81 ° 57'53 "W 1 80 28' �'\ `� <\ '2�0, <��1 °0 ( _ 0 U' LINE OF JOY ST. ° M� ° CO' i � o , D �� \ � ° � j,p VV i�� C9 N I,,-, w (N82 42 9 W 1 67 °69 R1 4) \ <� \ �Q,�,�� 2 �D ��1 O 1 n 0 a o o < ,- C7 \ \ ` \ � <v, \ ��\ � O s �` n om_ � S�° 0 �� I� 0 i �I d 0 \\ �\ O� 9 6) � 0 P. s ue\ �`9 Due o 0 6, o �; \�_ ° p��,_ per\ � ° 2 �FZ1 ��' '' °� Q L� �� 00I rn co IJ U ° s s ' s- �j �O 9_ \. 0 �p,� o' - o ° `S_`� ' _v' n ; `, p �' \' "' Oi' a3 `/ ' 2 8 ° 23 o z - �� j \ �O / Si 00 ��1 �� o / (M &R 7 ) . B .0 0/ a � � \ -� 530 °00, M ,,�1 P / / \ / (A=14017'39 33 x- 1 1 " °rLco/ M/ 3 (o ° / ESTABLISHED I SHED 242 °46 (N82 230 °00 R14) \ 0 =1 4025 '" 2 °22I R7)� '� �Lj�, � B �1 58.00' (M &R 4 0) - - - -J -- ----------- - - - - -- 2 5 0 ° 4 6' (M &R 4 0) 4 4 -------- - - - - -- `/ ° \ ° , CURVE BETWEEN �' 770 °59 (770 65 R7) -- '- o E- N81 58 12 W 408 °46 � FD. MONUMENTS \�\ 3R �� C18 399 °97' (400 °00' R7)--v- rn � o N81 58'1 2 �� W 513 °57 , (N83 0 06 , 00 '' W 514 °89 R7) � C19 � ---------------------------- - - - - -- - ------------------- - - - - -- ----- - - - - -- - - - - -- -- ESTABLISHED CURVE STREE T C 20 997-91 0 (997 11W R7) 3RD STREET \ HOLDING TANGENCY-- o N8o 1 3 3 W W R7 ) RECORD REFERENCE TO EC OF ELY CURVE "' _ - - \ AND RECORD RADIUS FOUND 3/4" IRON (N87 2 7 �_ - - - -- - -- CURVE DATA NO. DELTA RADIUS LENGTH C18 07 '27" 469 °99' 64 °45' (07 ° 51'27' 470 °00' 64 °46' R7) C19 10 ° 48'26" 469 °99' 88 °65' (10 0 47'12' 470 °00' 88 °48' R7) C20 18 ° 39'53" 469 °99' 153 °10' (18 0 38'39' 470 °00' 152 °94' R7) \ -- - PIPE EMPTY,----- - \ EXTENDED DOWN 0.55 I N FOUND 314" I.P. EMPTY, CURVE W L Y LIEU OF 314 I °P °, FOUND 314" IRON PIPE DOWN 0.3 IN LIEU OF RECORD ANGLE TAGGED L.S. 3163 AND PLASTIC PLUG MARKED 3/4" I °P, TAGGED PER R7, ACCEPTED LS 3163, DOWN 0° 85' PER R7 \ \ L.S. 3163 PER PM 23170 AS SOUTHWEST COR° ACCEPTED AS BC IN SOUTHERLY ACCEPTED AS POINT ON PARCEL 2 PER R7 LINE PARCEL 2 PER R7 \ CL OF 3RD ST. \, (S81 ° 58'12 "E 1.29 \ FROM CL INT.) aoI5 SHEET 7 OF 19 SHEETS o ,, H- W w cn W z J U Q SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. RIV °CO° 13091 4615 o z z 0 U � W O W C� (D MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100" 150' SCALE 1" = 50' IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP S SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEYS JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET 3 6 FOR. L OO YS 5 -11 J AND 34-37 LOC „ p „ Pon* <o) G°�aG°�CEL�e g 0 � °� [PARCEL �i W�>�Ou7H HOMEROODDC LAND AND nWA71ER C ;� ��N of o � NIB* 09 poll a N � �! � 000 BAN o ERHARDD OHOO CO O o /�,,� N 6� ° c—° O p °U�l N74° 18'42�� ° --�! L N o0 pq a (N74 °4 W n DOC° NO. 2011 W 19 8. 1 98 °69 44 aw l M zN 4 RECD 6/29/2011 9 O.R. 68 817) 0601 -- _`'u 0 I-- LLJ V) W W z_ J U Q I Li NO. �I RADIUS N 30' !� ^ 20 (20 206.53"' N Ln z 0 � ` L0 49 °07' R24) w ` 64/37 R24 = 0 r- 0 N I� M ° ^ O O I N 0 0 ! ! 0 Lu o 30' R25 = N� v ' M 0 r ° (_O R39 - �o �I AS EC IN 00 rn o> ' o co 0 tf) " z ° w v = N I w �� E L Y M N M � ro CO w j o 0 = ° P , ^ o� IN) l, Ln (N81 ° 51'1 3 "W 158.24 " R1 5) ` L.0 j 0� o N 81 ° 5 2' 1 2 "W 158.27' B� ogp�ls o ��ol N 0 ° N 0 20 °98' � CO wL �r 0 74 19 09 „W 1 �� O \ o � � rr � , �. 0 _ � , v 5 9 ° 6 5 � �, °� ( 0 ° 'T D o °� a , `n p (o ° 0 F 6 J�F ? z n� c � �I�ij c<<, [ PARCEL ^ o o ! 0 0 0 ,o Fp q o sj o o � w �, 0 I L0 0 37 X30 ' phi /�, �v '� S � o o 700 �j ,S , p�, q� � p ro z �I 30 w DOC° NO. 2009 - 0436730 ^�h °o y I� '�•o s� �� _ ° RECD 8/21 /2009 O.R. 3 °8 3 �' S�xy� tij z d °^ � O ��T �Fo —�8 L n 3 9° �ys o w"w! o SEE DETAIL_ �� z �,� 7> a ". \ 9 o ,�, T o y q �q `. z Lu ° HEREON ° ti ° ti�� `s'" \ 7 IV S3 ,J S �� OS ° \�3' -9c s C'� N w � - 00 I o - 00 � ° � z R -35� 00 (M &R24) ,_,_,� `�',;� ��\ �-Q _000 �O �Q 'V6 // R> >J �7 S 0 >� ,��'Qq �''�O v - - _ <' S ° oo w L -53 °01 (L 53 °00 R24) - O ° `v �, 9S�d�� J 0 >� ;Q� \ \ ��' d�� N i z °I o� =86 ° 46'43” N o J � o s�v '�'�� 0 j� '1 �<" 51) , , 70 - �'��' S o4 � �" O �- z (0 =86 0 46 02" R24) oo �� °�_ �'�' -� o W ° o T 7 ,o S C 6 4- 6o o O ' - ° '�'o � ,� 7 2 0 � > >� S0 '' ' �q � ° 6 � / S9 0� �s 0 00 3 0 ° 0o � ~ `� S� ° r__ LO �q q <<i 0 � > 6 S / \ S �,Q 4 9- o I mo R =10 - ' �N 'p0 oc S y s 76� �0 6 S- l� s -76� �'�� z >- ( Q Z L 1 26° 15� 00 ( -21 CID I— s �� ,�\\ o �'�� SS /,�9ct,Q j ,6 O o A =07 016 °21 824) D ✓D - FO 'p �� \� �' h °S 9 -`��Q �� '� I w � ( =07 ° 01 �2 (N 7'0 38'00 1 1 (ww \ 4 � \0 s0� G qs > J �, S�6 \9s �>� s. ,Q�1> �N1 0 15 R (N710W �0 0 \ 'Qq °6 \ O> °s �� 6 1 -,1 21 ,0 38 1 30 7 w INr \80 8- �p '� S- \ j �- >J S1 1 3 6 " ) N71 0 W 13 7 R2 i Orr) Q \S8- `�'��, 6 '� � \O'F ! ---- - --- -- - ------ 21 06� W(R (R� 1 030 \ 3 7 37 "W 13 R15) ,o o � \�,F �Q��c' O � 976 \ \(� ,- _ ) (8_3 �000�) �-- F 0 °63 1�� o \�,� �� 9� �0 1 1000 °00 - -__) RDl1/r 0 '00 p �J 6 � \ J -�1 \ L =1 83 °92' (m ' _ AGE ROA 0o ! F FO 6 S' \� �.� �J � -� A= 10°32'1 (L = 18 o °89' R15)-- _ o o L 19 �F� �.� ��o �� `` o -- (0 -10 32/101 R1 5) ( N7 °37' M �O 4 9 \ > >� /�\� `�� 0. 0)j FOUND CDOH BRASS CAP DOWN 0 °8' N71 3 8 00 W 196. `_/ -- _ J 9 9 \��, X60,\ /�\\68�, Z` � �� 0 I IN WELL STAMPED 354 +62 °28 PER 196 °544815 r Q I of RS 64137 & R/W MAP 905594 ) 9- � �� °6 ?- ( � =`� o N82 ° 38'1 7 "W 349 °89' (N82 0 35'00 "W R39) 206.01/ �'Q� , 'Q� .'q - 1 1 0 N 79 °04'55 "W 542.46' -E-- h , J � 00 ° z (N79 005'58 "W 542.46' R25) ,6J oM! R= 35 °00, 00,1 ! L -84 ° 53 ' ( M 3) FOUND T -BAR & STATE OF CA. BATHEY CAP, FLUSH, zol ( � _ �38ogo2 2 / 58 ,R 3 9) PER R25 ACC. AS INT° --I 27 18'i R39) CL HOWARD S T ° & FREEWAY R/W� ESTABLISHED LINE HOLDING FOUND BATHEY STAKE & RECORD ANGLE FROM C/L HOWARD ST. PER R25 FOUND 1 " 1. P. & NAIL RIVERSIDE FREEWAY — SR-91 N �61 sr X � 6 �O S c' 6) S �Q \0 , \ 6 h •A� �6' CURVE DATA NO. DELTA RADIUS LENGTH C21 20 (20 206.53"' 73.38' 73 °62' R24) FOR* OF L07 3 BLOCK 77 3 z z 3OU7H RHWERSHIDE LAND 0 9) 0 6 AND WQIrC R COO NIPA ly N N HOBO I P Q O V � O m m SAN o C RHARDOHOO co ESTABLISHED CL VIA FOUND MONUMENTS P p,RCENO2 DOC ° 200(05-0565911 06 ° R ECD g /2/ SHEET 8 OF 19 SHEETS [Pon SECUDON 300 70 no RANCHO EL BOO oRANUE DC BAN JACOHUD HOBO U ° W I (N81 40 34 W 824 ) 2 A -89 51 '14" (0 =89 54'27" R24) 6 90 R= 25 °00' (M &R24) w ��, 7 7- L= 39 °21' (L= 39 °23' R24) N;� `39 J 0 >,, o O� FOUND 2 " CDOH BR 0 rn rvuivu c - .iiv it cc rCIVIHl/VJ OF A NAIL, FLUSH PER RS 64137 (MONUMENT LIES S08 ° 37'1 7 "W 0° 31 ' FROM BC) RW MAP 9 15 �' 4' RIVERSIDE FREEWAY - SR-91 LINE DATA ` I� 00 N DISTANCE N07 1 7'31 "W 0 1 49.18 w * CO 30 °26' w Z P 2 IQ z 0 � L20 (N07 5'1 3 'W 49 °07' R24) w ` 64/37 R24 = Q0 13 204 -796 & N „W ° ^ FOUND 3/4" IRON PIPE. 6 ' 0 0 ! N N EMPTY, DOWN 0.3' NO REF. R25 = CDOT .-- rn R39 - �> ACCEPTED AS EC IN o co (=PJ " ° �� E L Y R/W PEARL ST° z CO " EMPTY N j ' N �•� rn " \ �° '70 FO NQ 14 ID 314 I °P° PER RS 63/66° i w R 8 �s�� "p �� FLUSH W /LINE ACCEPTED AS INT° EL RANpE Qo I M 1 ��;� ° �� = �_ SEC. 30 SOBRANTE AND N'LY o ! �~'� pp� -p JACINTO `J EWAY R /W° R/W 91 FRE 0 p, 231.79' (231.93' R24) ~�-- z I ; R7 R 161 °21' (161 °1 3' R24) w --- 50 °93' (50 °98' R24) co 19 °65 (19 °82 R24) - -_ ! N81 ° 40'38 "W ° 37'37 "W R6) ° �(N81 (N81 40 34 W 824 ) 2 A -89 51 '14" (0 =89 54'27" R24) 6 90 R= 25 °00' (M &R24) w ��, 7 7- L= 39 °21' (L= 39 °23' R24) N;� `39 J 0 >,, o O� FOUND 2 " CDOH BR 0 rn rvuivu c - .iiv it cc rCIVIHl/VJ OF A NAIL, FLUSH PER RS 64137 (MONUMENT LIES S08 ° 37'1 7 "W 0° 31 ' FROM BC) RW MAP 9 15 �' 4' RIVERSIDE FREEWAY - SR-91 LINE DATA NO. BEARING DISTANCE L18 S08 3"W 30 °26' L19 N81 ° 55'47 "W 30 °00' L20 S08 3 "W 76.10' 355 RADIAL BEARING 6 R7 = S50 0 21'13 "W R8 = S70 42'41 "W R9 = S37 58'42 "W 123 °15' (123 °80' R6) (124 °24' R24) 354.93 / DETAIL " F ” NOT TO SCALE AS N1 8"22 (R) DOWN 1.5" PER RS 64137 & 0 �- — — R/W MAP 905594 ACCEPTED R:= 1030° 00 z A=00 5 (M &R 1 5 ) AS CL INT. FRONTAGE L =126° 15 R =1 030 °00' (M &R1 5) RD &PEARL ST. p� / L - 0 °07' (M &R15) 7 DEED REFERENCES 350 DN. 0° 2', PER R 16 & R 1 7, A CCEPTED AS CL INT. JOY ST. & GRAND BLVD. PER R16 2 SEE BASIS OF 01 02 RECORD REFERENCES SEE SHEET R6 = RS 63/66 R17 = P.M. 143/13 -14 R15 = RS 64/37 R24 = CMM 13 204 -796 & N „W R16 = RS 70/66 CDOT R/W MAP NO. 905594 R25 = CDOT R/W MAP NO. 915093 & 905571 R39 - CDOT R/W MAP NO. 915094 — 123 °15' (123 °80' R6) (124 °24' R24) 354.93 / DETAIL " F ” NOT TO SCALE AS N1 8"22 (R) DOWN 1.5" PER RS 64137 & 0 �- — — R/W MAP 905594 ACCEPTED R:= 1030° 00 z A=00 5 (M &R 1 5 ) AS CL INT. FRONTAGE L =126° 15 R =1 030 °00' (M &R1 5) RD &PEARL ST. p� / L - 0 °07' (M &R15) 7 DEED REFERENCES 350 DN. 0° 2', PER R 16 & R 1 7, A CCEPTED AS CL INT. JOY ST. & GRAND BLVD. PER R16 2 SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. •� a 360 NO. 9 = Bk. 1798 9 Pg° 185 9 0 °R° RECD 09/26/1955 9 Bk. 2331 , Pg. 95, 0 °R° RECD 09/11 /1958 9 Bk. 2334 Pg. 22 O.R. RECD 09/17/1958, & Bk. 2340 Pg. 196 O.R. RECD 09/30/1958 0 �^ W V) Lli W V) W _z U Q �q SEE SHEET 6 SEE SHEET 7 RIV °CO° 13091 ao�s-0111 8a& vo q5 o z o o z U CD O CD 4) MAPPING ANGLE -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1 11 - 50' n Lit LLi L� Ltd z Z: Q f-- Ld L.0 c� L.v LLI 0 L.0 Z J z U f-- .. 1- LU L.0 t� IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. RECORD REFERENCE SEE BASIS OF BEARING AND R1 = RS 48/85 -88 DATUM STATEMENT ON SHEET 1 R4 = PM 100/81 -87 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX R5 = RS 73/31-36 MAP AND VICINITY MAP. R6 = RS 63/66 482 °53' R33) R24 = CMM 204 -796 & CDOT R/W MAP NO. 905594 R33 = CMM 205 -160 N � CURVE DATA NO. DELTA RADIUS LENGTH C23 01 1950 °00 / 40 °08 LINE DATA NO. BEARING DISTANCE L21 N64 0 42'24 "E 163 °44' (N64 7 163 °44' R33) L22 N77 0 34'12 "W 482 °52' (N77 0 34'02 111 482 °53' R33) SHEET 9 OF 19 SHEETS ( ( SO N O� ° 1 Np °39 1 9 3 ,< 9S °S1 - S (7 9 ( M9 R2 R2 9 S ° 6S,, " �R R4) /y 7) 4) N85 3910511E -) - ° 7 E R1 ) (N85 1 1137 R3) 210 °00' 1 v (M &R 8, o c�1 '2 910 , C 2`M&R31 (M &R 5 195 °45' (M &R1) �) NO2 52'58l1w 185 39'16" (S030 55'46"E R 1) (M &R2) ° 78 6 ° 4 N 1 51 '39 "W NO3 54 06 E (,��R� (S1 3 5533 R1 ) (NO2 ° 51'1 8 "E R1) ) (N1 6 9 0 9 R2,R3,R4) (NO3 0 25'30 "E R4) (N1 3 R5) (NO3 0 45'55 "E R5) 202 °15' (M,R2,R3 202 °09' (M,R1 9&R4) (202 °24' R1 ) (202 °08' R5) 20.40 08/ '25" (202 °23' R5) o &R 1) PA 205 00 -i 4 A Rose OV O ` N 74 o C 1 5 „ PORIHON PARC IEL 3 �- _W 833 4_000 8 ;<v _ 9 ° ° N74 °1 9' ` a4- (N 74° X 57 (4_ 1 �° a� e �00/ o �] ° o ° 5 "W ?_ ° � 48 ''w R 60 °44, (� ° ° o 35 's4,, 0 0` \ '0- h `�/ p O G°�I��O� G°�LaG°�C�C [� �0� 0 o (N 74 ° „ 6 0° 3 7' Rs p ° � ti o , �,.''-' 1 � �, o (C (4, 3911 83 ) 6°° ° 35. ` ESTAS ISH Z ^ o h °/ 3, 78 , 30 R6 ,_ 4_p o eE, ED pp N A, 00/ 5000 7g6 - _ R6) R6) ) 4_0 30 g'S °,� RING / B NT BY ��ti ,0 74 ( 501 6 4 � - _ _ 5 0 7�� R_56 7 14/TE / DOC ° NO ° 56606 °p 9 ° 6 ' C7 / RECD 5/2/1973, O.R. ° R6) - - � _ R 'S 7 � -264° N / 4 zz00o , 4 °3° 15 rr BNSF 9° 66 _ °� / / R- 5,679 6 1 7rr (8 • 7 (4_030 RAIL -� L_58 °28 6 (8G ° 0 4' 15'pprr 104 x_32 V ^1 , 86OS' R61 4;p3o 15 - -� _5729° 66 , R6) L_3 2 ' 36 ESTABLISHED AT BEARING ° °1 ' °7" (Rz 57 2 S °2p- N77 / BEARING INTERSECTION R_ (4 = °3° 1 29° 65 R (L =325° 00' °34 1 .\ 77g.66/ (�0 R L _6) R6) 2 W �, 4_°20391 SRS) (R, 5 328 °04' ( _ - ---__ ° 388 ° , PORI�0OH SlEciroOH 30 �, L_2 (4_ o ,779.65R ` - 32 7 °84 -- (N7 (N7 � °34,pp'rW 5 1 o , 5150 ?°S g- (L 2 3g 12'' R 6) R6) - ES - - _ N . 7 7 0 (N 7 °3� 3g "w R6 ao � 7 ,3s 9 Q . � o . 0 4 5 6 7 6 s) (4_ o TgBL IS - _ 3 ,, R3 ) o '9" C'� (R) R (� _ 2 39'0 BEgR E� PpI - _ 2 W 3z3 3) pQ e o o e e e .n 'y 26 7 5' R6 INTER INGr S NT B y -_ 8 7 , � Q G- �La[n�C�[�OO EL OOC3G�La�1�C� DIE �La[� �LaCO�]I.10O o s � �� , �. � �� ,�� 4 R6 > EcTIp EgRI 0 �\ , �'� ,o o�<> o q� 'y x �� ) (N77 °3 N PER NG F �� , � �. �, ° o � � 9 � << �� a �� a w a 4 °2 "W s -°ENO �� . o" ��_ S - oqs�- F��,�• �� o �� ( N77 °3 258 °s6 R C BOT p I °P p--_�� o p��- 17 �,, O " G �� ti �/ 00 W 3 3) CM tij D 6 °P c' O" \�.9 y � ��sj. o a 14 0 °2 R5) (N7 ° 34 �1 2 rr g CCEPT S '� 6 0 PER 0 19 0" � �� ,p � 9�, �09� s � p ��'� j]� �' (139 °90 6 30 39 "W W 259°23 AS PpC ° �G�� O O i s R 0 258 5 , R c � �° �" � Q�� ,� �s'�o � \�� w 7 18. 97 1 )� R o s e (53 / cc c �° � �SJ��s I� ° [I�Oo�'� o °,Q��q'''1 C ��- �. �,� (118 ° 4 6L2 13 , c ° '80 ° o cc�. -'� �� 1 R, �t5) P� � 9� 3 / 4 '' L O L ° S° J�� s9 O �? z o� L�13 123.15 ' 9 !y �, 9 " 9 �" FOU o . 5 I TAGGE /31 ' ° � (12380' R6) ,p �- ,p DN° I °P° RS 73 �D (1 24.24' R24) 6 �� 6 4 ER ,, �Rl ;1 ° 51 � �� 'S' J 3/63 P , a1 � � °36 R D ,o3 , R51 $ R3 ,, R 33 \ � r ESTABLISHED LINE HOLDING 12 3i i Q5° 51 L' ro' R g 5o o1 ° ° 50 33 T BY 11 11 rl �� ° FOUND 3/4 I °P° & PP I S 3163 ° FLUSH FOUND MONUMENTS SE L Y 142`��1 '33 D 5 5 $ L ,1 g °g 3 3l �R� R6l �" lD� g p P C TIO PER RS 63/66, ACCEPTED AS POINT ON (M ; 0 ° 1,2 R g2' R ,o NE 011 OF \� 91 FREEWAY R /W° (MONUMENT IS 8 `R24) / 1D � 0 5o 5o a5 � 91,33 0 5 p' 2� ST ABLE I OT YR LI A ND S81 40 38 E 0.65 FROM BC) D 0� 51 ,Og E N L G ,1 g5o ° 5 ° R51 �D G /DIST SOU� BE EC N / 1 \p 1 5 ° g2 A l r `� =3 5p` 3� BE A RHN OLp ING R R FOR INT SR 354 °g RR p A ST X3 , (D= 1 6 °39� R6 &R) 09 , L =581 °36 ' 24 o 'S9��E(R)/ 9 N „ � � x ,33 5 °�� D' � BNS ME A E BN FOR 160 - i �� ,�, (N 78 ° 56 "q , W o 51 r 19 0 �(`� �( MON N LY L EEW , MM 205 N81 °40,38 „W A = ° 40'20" - L =581 °97 508 2 0 - - ° Q� 130° 9 ° -0 0 W A OUND OF F F R C �' 9 p- c�[) EE F O E I- W Ln Lu W Ln W Z_ J U F- Q R- 2000 °00 (M,R6, &R24) FOUND 3/4" IRON PIPE & c' -C9 R24)\, E FR LY LIN r Y - SR- 91 PLASTIC PLUG, MARKED LS 3163, ESTABLISHED C* SID , g1 NW CN X004 (� RIVERSIDE FREEWA DOWN 2.0 , PER RS 63166 BY RECOR ANGLE N SR ACCEPTED AS ANGLE POINT IN R/W � PER CMM 20�Q- 796 R SEE SHEET 7 SEE SHEET 10 SEE SHEET 12 RIV °CO° 13091 0 w QO 0 n Z d ao 0 m Kz(n 0 C D O m D m u m m m c D U) U) f�:: ci Z- = D ° CA O m C/) < -�cn n N —I 0 m z O m �m0 m oo zD DC Oz m�:uz z C U� D �m =z z m z� m° m x �10 ::u �o ::a ::o � w N OD � (n m O n n n U) �f: U) p K O N O 70 O m -I cli m cn p O m � w m O D 0) z 90 m z O to O Url co I I , I I I I i I w Qo (0 O D rn ` c -�i I o ~! n I CA r i � -° p (A Zz I 00 rrl m© z OD �� i N � I � , I o ' I , I, I i I I 0( I I I ° Cn i Qo o I O I � I � I i , I m o I .1 w . o 6' Cn I � i i I i i i �I I i I Qo Qo I � � I o I � i zo -, Qo o I � oww � rn I °� °v' o I , , I MATCH LINE SEE SHEET 7 F@ ° 00 (NO20 3'0„E R7) NO3 -- w 1 0 Ste? 0 D n m r 1� (NO2° 33'00 "E R7 &R8) o NO3 E l� NO (NO2 33 00 "E R7 &R8) NO3 0 46 / 35 11 E [PARCEL MATCH LINE SEE SHEET 13 aois oiusa� (D - r- n C D D �U u E: c/) W D O D n �:uz F71 z -i U) - n crn n D - D O O O D II F - �:u � D p p p n F- n o °o ARID NORTH m oW N O Z o� A o z n� o ,�; z G EODETIC NORTH y 0 0 6' O O O co o m G� m a �-��U, 00 o?m n z r ° - o O 0 1 o r D F- 0 T ' O Z wNDo o°= W IC o cn m m m > m < OD Ipo < z 0 V> m 0 < O 0 � 1 0 m z -, ■ M (478°42' R7) ° m a ° �'v 0 _ 478 °45 m 7 c(=) �' v rn � 7�� r z VA °°U' O (A = 0 0 ° cam D O 0 0 0 (A W oo av �o a az�a a z 0 0 - .)3 M ,_, a o < z < m z < ° y 0 t/) '� � D = c m -1 CA v �'�' rl z r 0 a n �, QO o Fn m 0 3 z m 00 � rriy - - N 7C tI� O m o� n , C AA (A z M QD rr , 0 �� Do Z ro 'o cl) a0 zz— nz � < u � OD � 00 ��°� �o �cN �r- �-� O�`'° '� a m — m r W N o (/) v) _ z � rr , �, N n z r- i v ::o 1.-" CD QO 0 CA D r \ ti r o cp /' r �O� UA p ti / < m 'S0 � d 00 o �F �, D ' 1 �� a v G a O ? v / � RJ 2 8° / �' az�z (N28 0 8 3 "� �� °�� v m m N28 ° 3 2 mac., ° (546.07' R7) 8 ,R,3 F �,• `O 546°06 (�� , S7 8s o� ��ti ° o� ° a a a ��'� z -1 cl� 0 4 4. 4. ,/ o o ,° �' ( °D �-' 61 °40' (M &R7) 02 �� l7'],�s -A sue= -�3 MATCH LINE SEE SHEET 12 m m 0 q 00 M -n < 0 00 n M < O z m a C) n o� C z z� < < < 0 0 m m mm M M � y vv M m y a < Z a M O -1 -" m O c r Z z 00 M 0 Z a0 m a m v m N O T1 m V) 6�\ Eol W w V) w V) w z ■ o � o z � o 0 0 0 0 (D MAPPING ANGLE = —00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100" 150' SCALE 1" = 50' aois oii ISa� `\� m 0(1D J_ IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET 14 47' (162 °37 833) 62° 1 N1 2 51 '39 "W (S1 3 55'33 "E R1 ) (N13 ° 19'07 "W R2,R3,R4) ESTABLISHED LINE BY (N1 3 ° 00'56 "W R5) COMPASS ADJUSTMENT ° �(M,R2,R3,R4)� BETWEEN FOUND MONUMENTS co 202.15 cv� (202.24 R1 ) (202.23 R5) N25 27"36"W pORINOH pQ IRCEL (N25 0 55'04 "W R2 &R4) r� em e � 00/ o � ° 8 7 (N25 34'39 "W R5j 9 ° No 1� 44.46 (M,R1 ,R2,R3,R4, &R5) PORVO©I1� �Zl 2 h� (N6S(oMV6j ° q o 0 0 o e o ��, (N OS , 'V6,� p ®l 0�� 0 °� �� 9 40 �. C T EMESCA L 9° 60 00 829 RR� J N REEK CHA N ( R R �, �,�g A 2� , NEL 2 ) � ,� �v ° b' (3 o a FOUND 1 " I. P. & PLASTIC PLUG "CDOT" DOWN 0.2 PER CMM 205 -1609 USED IN COMPASS ADJUSTMENT FOR NW'L Y 2 52° ,FREEWAY R/W FOUND 1 " I. P. & P. P. CDOT ` DN. 0.4' PER CMM 205 -160 ACCEPTED AS EC OF CURVE , poavoom PAHC F L DOC. NO. 56606 RECD 5/2/1973, O.R. R®a. 668186-68 57.33' (M &R33) N64 0 11'43 "E (N64 0 08'59 "E R33) 32.69' (M &R33) ESTABLISHED CURVE BY RECORD PI A=51026"03" H/VL./ r1HL/1 UL -ullvu r vvivu ULI f (0 =51 ° 22'06" R33) EC MONUMENTS PER CMM 205 -160 R =80.00 V71.72' R33) L =71 .82' ,� R33) FOUND 1 I. P. & P. P. CDOT DN. 0.4 R CMM 205 -160 ACCEPTED AS BC OF CURVE IN FREEWAY R/W N12 0 45'40 "E 80.07' (N12 0 46'53 "E 80.12' R33) N77 ° FOUND 1 " I. P. & P.P. CDOT 388 7 2 "W DN. 0.8 PER 205 -160 �N� 03 0 � S7 ACCEPTED AS ANGLE POINT IN 7 3 1 2 W R FREEWAY AND POINT ON LINE N- ° 3g ��„ RS)� _ OF A. T. & S.F. R/W 3 .8 7 . W _ ° 2 �33� N77° 34 12 W 6 5 o c o _ W A� FRE SID I �ER R S 8' N I L BNS - _ ` - 4 ESTABLISHED ANGLE o '�W F Rql �`-- � *Bq `` 827 &833 �ROg p - — _ 3 � 5 Sy o�N E�jNE (650 POINT BY PROPORTI( N770 34' _ 7 6 `� 1 0 N ST° e ET _ 0 R33 PER NR33 LY RR R/W ND 12 I I W 4 82 ° 5 o PER �� I/1/ - _ _ 8 F OR q p ON�SEN FO(j 2 Q 0 °37 RF �OOi81 PP ' - -_ oI TI O/V,q � 7C9 MO/V(j (N 7 7 ° '`QOM RR Ri MO �� 74 ON _ _ 8 4- AC I 12.06 34 02" 482 N14 o PE RS 7 56 48 .5 �� %V� E TS ` , �� _ 13.61 ' R33) (12 ° 37' R5 °53 R33) 2? 19�'W(R 3/3 0 ` 3 E �- 83 °50 10 ��- It I m0l CMM 205 / 16 W 2 1 X07 a . I7 , (Mg�R33) —._�► N82° 2q , 43 1E 833) ��.• N82 24 � 46"E ( 577 °97 (M &8 0 R 33) 33 )�•- 41 5.50 (415 °6 129.80' (M&R33) 121 °96 SHEET IIOF 19 SHEETS RECORD REFERENCE R1 = RS 48/85 -88 R2 = PM 180/88 -90 R3 = MB 134/48 -53 R4 = PM 100/81-87 R5 = RS 73/31 -36 R11 = RS 49/23 R12 = RS 100/81 R22 = LLA 95 -20 DOC. NO. 1995-311528; RECD 09/21 /1995 R27 = CMM 205 -154 R33 = CMM 205 -160 FOUND 1 I IP & PP MARKED CDOT p R TURBED, CMM 205 -160, MEASURED AT LOC AT I ON N AGREES WITH RESOLVED >N1 1203 , R ° 2 83 50' E 3 ___ `�R33) ( N12° 25 "E 5 R22 N _ - �� 25 5 44 4 , FOUND LEAD TACK & TAG IN STONE MARKED LS 3745, DOWN 1.4' PER R12, Mg R51 C 22 ' ACCEPTED AS MOST N'L Y COR 892 2 . l6 g °A4l R 5 , R3 N77° 34' 1 2 "W 1 .03 PARCEL 2050 -18A PER RS 73/32 6 g , $� R1 N7 7 0. 00 "W &R 1 1 ) l 6a °0 N77° 34 85 '08 " , 81 R 1 &R22) ESTABLISHED PER (15 510, 7 1 891 ° 6' R22� FOUND MONUMENTS ELY L2A (15 0 ° 50' 1 891 ° 8 L 2 3 10 ° 51 ' R� 2 FOUND 1" I P l _ _ `_ BN S � 3 E 440 FOUND .. IP & PP D01 0 , _ ` ` R 1 . L R33 DN 0 6 1 PER CMM 2 — - _ , ACCEPTED AS EC �qp �° N77° (40 „ N 77 °34W W CDOT., DOWN 0. 1 ' PER CMM 205 -160 ACCEPTED AS BC IN S'L Y FREEWAY R/W DOC. NO. 257756 O.R. 15 0 138 0° 71 (1 RECD 7/13/1992 1 50266 7' 380° 7�2” �,2,7 Ln W V) W V) W z J U Q MATCH LINE SEE SHEET 12 3 ' o �2 SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. LINE DATA NO. BEARING DISTANCE L23 NO3 38'41 "E 1 1 6.41 ' 2985.00' (NO3 0 38'19 "E 116.55 R5) (01 ° 21'1 0" (NO3 0 34'10 "E 116.33' R12) (NO3 ° 36'21 "E 1 1 6.35' R22) L24 N74 1 1 '31 "E 225.35' (N74 1 1 '43 'E 225.49' R5) (N74 1 '45 11 E 225.24' R33) (N74 0'49 225.28' R12) (N74 ° 10'49 "E R22) CURVE DATA NO. DELTA RADIUS LENGTH C22 01 0 21 '09" 2985.00' 70.47' (01 ° 21'1 0" 2985.00' 70.48' R12) (01 ° 21'08" 2985.00' 70.44' R33) MATCH LINE SEE SHEET 16 RIV.CO 13091 I„ 0 z 0 o z c� C) 0 0 (D MAPPING ANGLE _ —00 °42'52.66" AT POINT 1 D0 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100 150' SCALE 1 " = 50' I S IpE I�E AY R R EEW � IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET 9 r SR , 9 CuRv E D G TAB �ISH DISTA O�DING ISTAN E TIO D NTERp M - 3 " F ©R R ° S S. � L .Z� 2 8331 � PE _ 3° 06 31 ` 9R l 2 °0 8 331 0 or _ 0 0 ( 06 33 ° 5 ° A g' R 8331 A° 11 �1A° 11 2 21 �2 � ° 3 N �N 2 &R pp, 22 R51 „ R1 A °11 �� 1 E tNj �N v =00 °07 "(00 - �° R= 5015 °00' (M07 (R5 &R33) 'lip 0 L =1 1 °57' (1 1 °56 5 &R33) 9R33) .� / s6�> � F � os 57,9 ms's- � G � FOUND 314 I.P. W/ TAG MARKED R °C °F °C° & W °C °D °, s DOWN 0° 8', PER R5, ACCEPTED AS ANGLE PT. IN SW'LY LINE PARCEL 2050 -18A PER R5 -� > p o s o s� ►— - s — ° r� ►� , cp� R8 wgNN R11 = RS 49/23 R12 = R.S. 100/81 R22 = LLA 95 -20 \ °< o RECD 09/21 /1995 / v' = CMM 205 -160 / �r'\ �� ®, O 6 ;�� o S�\ F ND 314" I °P° EMPTY DN° 0° 8 ACCEPTED AS 0/_ p_ , \ '\ NORTHEAST COR° PARCEL 6 L //� > ° O �.p�� / s '��'AS \ PER P.M. 23170 " "LS Lu FOUND 1 I °P° & P °P° 3745" ( O- 6 J DOWN 0° 1 , NO REF °, MON FALLS ° 06'46 "W o O on �s N04 0° 36' FROM ANGLE POINT) Lj N88 1 4'01 "W (1 °94' M LLJ / (N88 W 1.96 R5) N �rZ DNA DD (N89 R7) L N ° ° _a cp �� " E (N89 23 30 E R8) � .J ��O N SEE DETAIL ''G'' AIL HEREON _ _ U 00 ,�3 FOUND 2 I .P. EMPTY DN. 1.0 PER R.S. 47161 -13 z� o ( �, ^err y / MON FALLS S62 39'59"E 0 °59 FROM ANGLE PO ►— - s — ° r� ►� , cp� R8 wgNN R11 = RS 49/23 R12 = R.S. 100/81 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21 /1995 co = CMM 205 -160 Of w ` N "rJ o� �T � W n c=1 n n n �Mn V o O on ° zo aQ N a Q ° c w O Q ° as 0 6" J ' ° s O% S ° S, T) MATCH LINE SEE SHEET II � N N r � N- c w w Q0 co 0 0 �° ° ° v z z FOUND 3/4" I ° P° W/ TAG MARKED RCFC WCD, DN. 0.2 PER R5, ACCEPTED AS ANGLE POINT IN NORTHEASTERLY LINE PARCEL 2050 -18A PER R5 >° 10 > PJ ° 57 /0 57 1 ' 1,, 'T- FOORVOOOM SECIrDOOK L1 933 9 R 00 w 30 SAN JQCOHIND �30 /> RANCHO EL SOBRAHVE BE ESTABLISHED BETWEEN FOUND MONUMENTS NIB, 7/110 SAN oEG°HARDOND COOUHlrY DOC° NO. 2008 - 0453251 O.R. RECD 8/15/2008 PARCEL " A " LLA NO. 95 -20 a615 -a�i igat� SHEET 12 OF 19 SHEETS (N7� 3q °34 12 11 081 R1(/V 7 ° 3q 0 Es 22) (N 7 7 ° 34 02 5 &R 1 1) SE rwEE/V ABL I SHED 1 510 , W R33) E �� Y � FNO MoN� P RoL 70 (1510° 5 R1 I T S SASUS I V rS 0 2) (151 1892 °03 /E� 0 °51 'R22 (1881 °85" R 1 2) FOOR700H S(FC700H 300 7 9 3 0 9 H° a lJtl RANCHOO ELF SOoG°AH71E DIE BAN JACOH70 MOB, U / � O SAN oEG°HARDOHOO COMH7 5 cP � �S ° 9173 FOUND 314" I.P. & TAG 17C ,9_ s *SEE SHEET 18----" FOR BASELINE NOTE (1891-86 RECORD REFERENCE R5 = RS 73/31-36 R7 = P.M. 23/70 R8 - RS 47/61 R11 = RS 49/23 R12 = R.S. 100/81 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21 /1995 R33 = CMM 205 -160 ti ° 5 7 ° DETAIL G 06_ NOT TO S('AI F 7 O ->---- I � 226 I 26° 547) 4 "3�° -5- $ (M& R7) ` M &R / - 1' 5 , �� -0 �6S / MARKED RCFC WCD, FLUSH, PER R5, ACCEPTED AS ANGLE POINT IN NORTHEASTERLY LINE PARCEL 2050 -18A PER R5 / 0 6' o 9 C ` \ ' 0 "0 ° 6 `r' O 6��o S N88 1 4'01 "W 1.94' (N89 0 25'06 "E 1.94" R7) 62 0.59' FOUND 2 I ° P ° EMPTY, DN. 1.0 PER R. S. 4 7161 SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. a I— W W V) w V) z_ J U Q *BEARING OF LINE DIFFERS BETWEEN SHEET 3 & 5 OF R5 MATCH LINE SEE SHEET 13 RIV °CO° 13091 o 0 o z � o C Lij 0 0 c� (D MAPPING ANGLE -00 °42 AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100" 150 SCALE 1 11 = 50' IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. LATCH LINE SEE SHEET 12 4013. 611) , 010 SHEET 13 OF 19 SHEETS I— W W V) W W V) W z_ J U Q as *BEARING OF LINE DIFFERS BETWEEN SHEET 3 & 5 OF R5 RIV.CO. 13091 C90 1 ,5 oiiigac� GRID NORTH cf�OfTl� NpRTH � cis MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100" 200 300' SCALE 1 " = 100" BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30 TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. SHEET 14 OF 19 SHEETS (zp �° 0 Li Li U7 w V) w z U Q s� d) a L1 LL 7 v LL Ll v J J J 0 BC 0 PO S`' F 0 0�Q�� ` �s�o- � s� O v o ° 7 3 7S 3 �9 /,� 6 �% 81 �8 1+ 0 �� t c � 0 ,fig co V) c 'z- r-) o ° rn O cy) N 0 � J 4 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY RECORD REFERENCE R2 = PM 180/88 -90 R28 = CMM 205/155 R29 = CMM 205/156 R33 = CMM 205/160 tk 0 q ° '� ° IN P � co � �� N �-' � Q(� Zo a M o� v' 0 �-- ` s o- a' Q° ►� o ° O dO � A ( N o<00 9 3 1� '7 0 9, . Lo 06,0 wzzzL F Lo 2 I �ozzo IQ 0 O A � � Li Li U7 w V) w z U Q s� d) a L1 LL 7 v LL Ll v J J J 0 BC 0 PO S`' F 0 0�Q�� ` �s�o- � s� O v o ° 7 3 7S 3 �9 /,� 6 �% 81 �8 1+ 0 �� t c � 0 ,fig co V) c 'z- r-) o ° rn O cy) N 0 � J 4 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY RECORD REFERENCE R2 = PM 180/88 -90 R28 = CMM 205/155 R29 = CMM 205/156 R33 = CMM 205/160 tk 0 q ° '� ° IN P � co � �� N �-' � Q(� Zo a M o� v' 0 �-- ` s o- a' Q° ►� o ° O dO � A ( N o<00 9 3 1� '7 0 9, . Lo 06,0 wzzzL F Lo 2 I �ozzo � �� UU l ::) U� co � L1 p ' Ln O co, CL , 1 : CO Cl o� N Ln co l .ONp N -�O�p� � ~z�a. ° W �© �l Qw O L 10 Z `- W U I-- U Lo V l Q C O Q Z C) U O 0 0 z -9xell ,\ off\ � � 6 �> elf �Ii]SOG� 01 0 2 �� 1 0 . �00 \�Q9 0,155 r 9° 50135 g) G pO M 20 J p 9 5 , 3 1" RZ Z & 281 6 ° 33' 2. g) L0 R PS U_34 31 \29) qA °20 R ,1 oo ° ,N� 4.0 % _31 ° 10 4 P 0 0 D.31 1 00 00 co Q' ro cm Lo C\i S89 ° 27'07 "E(R) o ` �O o II O lq 0 d0 II C) J 1 M I I d L C C G c� If--A O vn dtL r7 O• �A O'l ro, C,0 W . G a __NCO ° 3 3 � titi \Q) G ' ��, ` 2 3 E 4 1 1.91 , Q GO '4OQ�� 2 �2�1 -- (TIE) Al cb 01\ h q O P�h 7 SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. N ti RIV.CO. 13091 AniS.Dll I Uln o ?j1p �0 SHEET 16 OF 19 SHEETS BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET II MATCH LINE SEE SHEET 15 -_ 7 . 33 , B low RANCHO EL SO o RANVE DID SAN JAC UNUOO N ui W V) uj W V') W z U Q 7� � 38 7 1' (N77�347p 34 o 12 „w ° (138p° 2 W 7 2 R 7) 27 &833) 5 02-67, o 'Q -- '- 502 °68, R _ N77 34 SECI _ ) 2 W (A/77 M ME E ES - 34'0 W NTS Sy 484ISy _ R5 8 <R 1 1) N BETS �N (N �7o ,0p h'E ETS 7EN FO�,SF RA -� -_ W R o C qi 0 ND � . R OAD N77 34 'og�� I ° C A C / LgTEp 78 1510 70, R 1 2 &R2 2 '°ER Rely 5758 P 0 : 3 ° (151 (/V770 CMM S � y ERR 27 / RECORD REFERENCE 5 812) (w R3 FR _ T� R S R 7 73 �2 FROM (1 510. 51 3 ) E Ewq y q C C E P T Rely p C C E p T Bq SEL I R5 = R S 73/31 8 22) Rely T � AS �R cul qs I E BETS l R9 = RS 45/5 R11 = RS 49/23 R12 = RS 100/81 R22 = LLA 95 -20 DOC. #1995-311528; RECD 09/21 /1995 R27 = CMM 205 -154 R33 = CMM 205 -160 ESTgB IS N- y °s` 7 3T ° y F FO UN y REC° �� SF �� FD 7 , D � � � � �,Cp° H (7650 POaUOON MclrOOm 30 7 , 30 , R o o 1J 1J O z o o z 0 0 C-0 (D MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100" 150 SCALE 1 " = 50' SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY MOB 7 /�O SAN IERMARBOHO COUHrly Lfl.] o S o IJ OO/ 8 R S 45/5 PARCEL " A " LLA NO. 95 -20 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. A=21 (M &R27) R= 1000 °00' (M &R27) L= 372 °19' (372 °20' R27) DOC° NO. 257756 O.R. RECD 7/13/1992 BE T�,0�� g e� ISy E� y ° FND MONK � ITS Bq SEL I S E ESTgB 3 61 ° 3 3 . 189 ECOR� OSyEO q T (38 ° 35 , 8 (1891 .8 5 " R12) �0 GL p 2 9 &82 <v C CV L L A c Aq VD c 20 05 7 0 6 1 8 , 1 ,? 20 —� 00 .- N� ° 00 N pORYOOH SEC'U' om 30 7 9309 R o V IJiJ RANCHO EL SO o RAHUFF DC SAID JACOH70 HOB e 7 /�c w SAS] oERHARDDHHOO COOUHTY �� PARCEL "B" N� LLA NO. 95 -20 o N NN z ^ MATCH LINE SEE SHEET 17 H- W V) Ld W V) W z U F-- a RIV.CO. 13091 ao�5- oiugat� o � z C) o z � v 0 Lij 0 0 t 0 (D MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150 SCALE 1 " = 50' 0- . RECORD REFERENCE R5 = RS 73/31 -36 R9 = RS 45/5 R 10 = RS 71 /7-12 R11 = RS 49/23 R12 = RS 100/81 R20 = PM 192/32 -35 R21 = LLA 05 -031 DOC NO. 2005 - 10618759 RECD 12/23/2005 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21/1995 FOUND 314 It I.P. & MARKED R FLUSH, PER R5 A�CEP E D AS BC ALONG NORTHEASTE LI PARCEL 2050-18A RLY n W V) Lii W V) W z_ J U Q 0 25'52" E 16 167 °99 ° 'p (N48° 4 8 °0 1 ' 02 00 W R5 7 78 ° (M RR 9 59 l N07 0 24 I ° P ° & TAG 60 ° 00' FO WCD, FL POR MARK R CI SE AS A SPER R5 PARCE 2050 18 N82° 34' R5) ( 40E N8 35,02,tE / A - 06 ° 40'19" R= 3930 °00' (M,R12 &R22) L= 457 °64' (M &R5) (A=06039'45 11 L= 456 °99' R1 2 &R22) A=46 (A R1 2 &R22 R= 40 °00' (M,R12, &R22 L= 32 °42' (L= 32 °44' R12 &R22 pORIVOON 31FcCIVOOK 030 79339 RIVw RANCHO EL 30 RANUCE BE 3AH JACONVO HOB 7 /�c SAN IERNARDOHO COUHIrw IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. MATCH LINE SEE SHEET 16 N c Q6 T N o N _N ;n o N co N _N, 0) PARCEL " A " rr LLA NO. 95 -20 C° w 0 wo � % SE E D E TA T � L 0 =34 0 02'50" (A =33 0 56'30" R12 &R22 R =120 °00' (M,R12 &R22 L =71 °31' (L =71 °09 R1 � &R22 _S 3 '22 " (RA (RAD = 1 20 ° N55 ° 57'32 "E (RAD) (RAD= 40 °00') Ro � OO/ °o X1 8 o �9 - 0 7 J, ° �6 ' o X57 p, G am ° p �' 0 (go O � O � @ SHEET 17 OF 19 SHEETS PARCEL "B' LLA NO. 95 -20 H o S o � OO/ ° 1 SE LT ° (N12 N12 24' E R12) 0 0 0 (M &R22) (688 °51 p o N A �l 0 P / �3� X36 r08 8.5 2' 88 ° 5 2' (328 °56, R22) ESTABLISHED AT __-�- RECORD DISTANCE AND 8 N8 2'q E R5) ANGLE PER LLA 95 -20 ( 34 /40„ R9) DOC° NO. 2005 -1061872 (N8 °2 s 00 E ° 33' R200\22) (S82 o ES TABL ISy ERE 0 H _- ---�'' z 22) (688 °51' R12) WI Ty A N� ED Pq R,q L EL _N -----� FRO C , L 30 °00 y N L Y z 688 ° 52' (M &R w FITS FOUND NU R S T 12) ° ME 123 46' (1123 °68 R — NTS ° 1 68 (1093 °8 -12) _— o , �� R12 &R22 _ 1093.6' 093° _ , p N62 (N62 16 21 W ) o 2••W R12&R22) -� - 00 5 °00' (1005 °00 86 °80 (M,R12, &R22) 8 °56' R12 &R22) R9) (582 33 2 STREE T ___- --- - -- 1 328 ° 34' (32 R5) (N °28 00 E gR _ _ ___ -- - ° 4,40 „E QU - RY - - -_ ° 33 R12 &R20) (435'16 R1 82° 32'48 "E (N 3 -_ -_ _-- - - - --o 29 00 R11) (N82 STABLISHED BETWEEN � � � � � 1 °0 &R22) 434 °gg N - DETAIL H R12, - - -- — 028 Rg) (N82 FOUND MONUMENTS (M9 _ -- - - -- -; �� R 5 &R10) (N M ARKED NOT TO SCALE - - -- _ - - -o ,48 ..E (N82 3 40 W�TACK & TAAC9 FLUSH N82 32 IN 1 I° RS 10081 IN ON LIN & TAG MgRK �9 7— - _ 745 P ER TED A S POINT 1 528° TACK °6g LS 3 ACCEP 0° 1 99 F FOUND LEA CONC DWY9 FL1 gg s8 5-31 FOUND 1 " I °P° & P °P° ILLEGIBLE O pOC° N, "E 2 °2 F 4604 I ° NO ° N 32 48 E FLUSH NO REF. ACCEPTED AS LOCATION R LLA 952 N12 ° , 2 4, 00 LLq 95 -20) L S LLA g5`20�INT ON LIN FROM OF 1 " °P° W/ BRASS TAG STAMPED "RCE PE ( MON. L pgRCEL A PER ACCEPTEDSANI2 °24'00 E 0 °1 LLA 95 -20) 13191 "MARKING THE POINT ON CL PER R20 SE'LY C 9 9' R12 (MO (MOH° LI PARCEL A �� PER � CO 2 35. 8 6 IESTABLISHED PERPENDICULAR TO AND 60. 00 1 S 1 1 Y \ ESTABL I SHED PEF FROM SW L Y COR PARCEL 2050 -19 PER R° S° 73131 -36 BEARING /BEARING INTERSECTION FOUND 1” I.P. NO REF. ACCEPTED AS LOCATION OF 314 I.P. W/ BR. TAG MARKED R °C °F °C° & W.C.D. PER R5, ACCEPTED AS SW'L Y COR° PARCEL 2050 -19 PER R5 SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. FOUND C- NAIL IN AC. FLUSH. NO ACCEPTED AS LOCATION OF 1 " IP W /LS 3745 TAG PER RS 100181 ACCEPTED AS BC IN E'LY LINE PARCEL "A" PER LLA 95 -20 DOC° NO. 1995-311528 pOaCTOON Mc lro(om 30 C T 9 9 R oe lJll RANCHO EL SCORAN71E DIE SAN JACON7 H OBO (J /� O SAN IERNARMHO COUH71y IN P- W V) Lu W V) W z_ J U Q a$ RIV °CO° 13091 4615 - 01I I &atn W, A 6 - 4 . % 'al I aQ IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY MATCH LINE SEE SHEET 15 Ld W W Coll W z_ U Q BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. 15 SHEET 18 OF 19 SHEETS (1380° 7 - N C 26 &R2 7 ) 1380 °2 R2 7) RI VE o/ N , � WA RSI �E USE A G 1 34 12''w TER CO C ° FL RE EME (N 7 0 ° 6 7' NS�R V OOD C T R 7 3 4 'p2 r' N ° A TIO/\/ 0/ � T Rot (15 0 2 -681 27&R33) W U' N 77 34'12 DISrRI R3 � �, W (N77° C j 3) 00 34 0211 W R26 , )3 - 0) — - N� SAlsp I J 0 co -(N770 7 °3 4'00 77 °3 4'1 „ N+ ESTA 3 , 08 , 1W W R5 &R 1 W FOUND �yVEQ pOIN (N 7 7 ° 34 , 02 12 &R2 � � UMLC/V 2" (1891 ° 8g2 8,5/ R33) 1 381 _ - C4 01 71 -28 gr' 659.09/ 8 (M &R26). (6 59 ° p 3 , R26) 1p B i Usy 1 1 (381 °35, R1 g ° O Z CAL CUB q 30 R26) 4 M Nrs S yO D SET �M eg SE� qNG (0 ° _ (230' 19' R 1 1 1 1 ° 08 ' (7 _ SyEET �N y4 /iv A CCEP ° �� S 57E eETw 21 X2 „ 1 1 oN R /yy & S , q s NT PER ERs FOUND 2 (230-181 1 °07 R26 _�� C � N 7 7 0 26) N 1 1° - 5 71 PER 20s_ 1 53 T &SF RR y F,gEE I-N ? FOUND 1 ” 1. P. & P. P. CDOT 34 12r'W 37 48r'W 1 °43 (571 F / VT° N 205 -A60 F� ,R W pER Y Z 6 , Z cs 0° 95 3g R2 ) R?6 - WA y A T& - ACCEP 7-"-D ' P° o �` �CCEPTED PER AS C 205—T53 (N7 ANGLE POINT 7 °3 4 "Ogr, (N1 1 °3g �1 46 R R R��i WR /1'V Tp Fs RAW qs J o W R 2 W ° 36 IDTy ESTq & W l ��- OF FRWY R/W & AT & SF 1 2) B LY R. R. R/W (51' ~ � o N �N [PON o MC ESTABLISHED EC /ANGLE POINT BY N 7 933 9 N O S BEARING /DISTANCE INTERSECTION \570 HOLDING RE- ESTABLISHED RADIUS N o�✓ POINT FOR DISTANCE AND FOUND DIE << MONUMENT FOR BEARING PER 205 -154 DOC° NO. 1995-311528; RECD 09/21 /1995 R26 JACOHYD H 18 0 FOUND 1 " 1. P. & P. P. CDOT = CMM 205 -154 SAH oCIAHAINDUH0 D° 0.5 PER CMM 205 -154, couH7 ACCEPTED AS INTERSECTION N N N 0 0 OF INTERSTATE 15 FRWY R/W co � k-0 ND N'LY LINE OF R °C °F °CO° & W.C.D. R/W ° o ESTABLISHED POINT PER rn O BEARING /BEARING INTERSECTION ° ( D Z � N II o CS o M n d 770 34 "12 °D W (/V770,3 - A W R (1380° 7 - N C 26 &R2 7 ) 1380 °2 R2 7) RI VE o/ N , � WA RSI �E USE A G 1 34 12''w TER CO C ° FL RE EME (N 7 0 ° 6 7' NS�R V OOD C T R 7 3 4 'p2 r' N ° A TIO/\/ 0/ � T Rot (15 0 2 -681 27&R33) W U' N 77 34'12 DISrRI R3 � �, W (N77° C j 3) 00 34 0211 W R26 , )3 - 0) — - N� SAlsp I J 0 co -(N770 7 °3 4'00 77 °3 4'1 „ N+ ESTA 3 , 08 , 1W W R5 &R 1 W FOUND �yVEQ pOIN (N 7 7 ° 34 , 02 12 &R2 � � UMLC/V 2" (1891 ° 8g2 8,5/ R33) 1 381 _ - C4 01 71 -28 gr' 659.09/ 8 (M &R26). (6 59 ° p 3 , R26) 1p B i Usy 1 1 (381 °35, R1 g ° O Z CAL CUB q 30 R26) 4 M Nrs S yO D SET �M eg SE� qNG (0 ° _ (230' 19' R 1 1 1 1 ° 08 ' (7 _ SyEET �N y4 /iv A CCEP ° �� S 57E eETw 21 X2 „ 1 1 oN R /yy & S , q s NT PER ERs FOUND 2 (230-181 1 °07 R26 _�� C � N 7 7 0 26) N 1 1° - 5 71 PER 20s_ 1 53 T &SF RR y F,gEE I-N ? FOUND 1 ” 1. P. & P. P. CDOT 34 12r'W 37 48r'W 1 °43 (571 F / VT° N 205 -A60 F� ,R W pER Y Z 6 , Z cs 0° 95 3g R2 ) R?6 - WA y A T& - ACCEP 7-"-D ' P° o �` �CCEPTED PER AS C 205—T53 (N7 ANGLE POINT 7 °3 4 "Ogr, (N1 1 °3g �1 46 R R R��i WR /1'V Tp Fs RAW qs J o W R 2 W ° 36 IDTy ESTq & W l ��- OF FRWY R/W & AT & SF 1 2) B LY R. R. R/W (51' ~ � o N �N [PON o MC 30 7 933 9 N O S H o O V 1J RANCHO R18 rF L N o�✓ 30BQQINIVCF DIE SAH -N DOC° NO. 1995-311528; RECD 09/21 /1995 R26 JACOHYD H 18 0 7 / �o = CMM 205 -154 SAH oCIAHAINDUH0 couH7 (N77 ° 34 , 10 °g5, R26 (16S') Llsy REC° 02'I W R26 N � 7 °34 ) ` � 2 459° 73' DISTANCE H I NTERSECT ON HO (459 °69' R 26) PROPORTIONED POINT N'L Y FOR 10 ° 71 ' (M& DISTANCE AND FOUND MONUMENT 26 ) E L Y FOR BEARING PARALLEL TO AT & SF R. R. R/W FOUND 1 " 1. P. & P. P. CDOT 243 °58' DN. 0° 5 PER CMM 205 -153 (243.60 R 1 8 ) ACCEPTED AS POL (243 °59' R26) FOUND 1 " I. P. & P.P. CDOT DN. 3° 0 PER CMM 205 -154 ACCEPTED AS BC FRWY R/W RECORD REFERENCE N co w N W N Lo N o rM O� Z', w� o - ) o N M 0 n O z FOUND 1 " & P. P. CDOT DN. 0° 5' PER 205 -153 ACCEPTED A S ANGLE POINT OF FRWY R/W & RIVERSIDE F° C° R/W .� �° 7 , ° 71 R26) ESTABLISHED PER BEARING /DISTANCE INTERSECTION FOUND 1" I.P. "LS 5758" DIN ° 0 °2' PER RS 11312 ACCEPTED AS INT. OF FREEWAY R/W & A T &SF RR R/W PER CMM 205 -153 & RS 11312 ol N ° ( S77 ° 7° 34'p p �/ 77 34,12w 36 „� 4� R1 9) (N77 °34 °g8' R18 >_ N08 °3 0 W R1 1 ) 4p (N08032"531 W254 ° 30 ° 29 6 ° 88 R18 &R26) R5 = RS 73/31 R11 = RS 49/23 R12 = RS 100/81 R18 = RS 113/2 R19 - RS 45/16 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21 /1995 R26 = CMM 205 -153 R27 = CMM 205 -154 O z o o z � v c� 0 CD (D MAPPING ANGLE = -00 °42'52.66” AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150" SCALE 1" = 50' SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. MATCH LINE SEE SHEET 19 m m D O co O Z � D m m D 693° 16 , �(63 / °Og R27) FOUND 1 " 1. P. & P. P. CDOT DN. 0° 5' PER CMM 205 -153 ACCEPTED AS ANGLE POINT OF FRWY R/W & RIVERSIDE F. C. R/W 7 15 ° g p , O RA I� Ro RR , -,___ AD RIV °CO° 13091 co Cn N 693° 16 , �(63 / °Og R27) FOUND 1 " 1. P. & P. P. CDOT DN. 0° 5' PER CMM 205 -153 ACCEPTED AS ANGLE POINT OF FRWY R/W & RIVERSIDE F. C. R/W 7 15 ° g p , O RA I� Ro RR , -,___ AD RIV °CO° 13091 ao1s- oi�i8�� W Ld COO Ld W cn Lv z_ J U Q o � 0 o z r v 0 0 0 61 0 (D MAPPING ANGLE = -00 °42'52.66" AT POINT 1008 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' IN THE CITY OF CORONA, COUNTY OF RIVERSIDE AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A RE- SURVEY OF THE RIGHTS OF WAY OF STATE ROUTE -91 (RIVERSIDE FREEWAY) AND INTERSTATE 15 (CORONA FREEWAY), SITUATED IN PORTIONS OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, AND SECTION 30, TOWNSHIP 3 SOUTH, RANGE 6 WEST, BOTH OF SAN BERNARDINO MERIDIAN, AND IN A PORTION OF RANCHO EL SOBRANTE DE SAN JACINTO AND RANCHO LA SIERRA YORBA PSOMAS BRIAN E. BULLOCK P.L.S. 5260 DATE OF SURVEY: JUNE, 2010 - JANUARY, 2013. LATCH LINE SEE SHEET 18 SHEET 19 OF 19 SHEETS N a ®o ® X00/ 0 � PARCEL "B" LLA NO. 95 -20 2 6, 0 o N 0�� p0a. sic. X3 0 ��- CT9339 Rl( w jN� N //�� If11 �r fu1 II�� I1 6 l � RAH C�aO EL N oN N � u s SOBHAHI M� DE 0 N o 0')� QH oERHAR100HOO c(0uHIr ly 51 R22) (M& 688 °52 / R 12) 11 23 ° 68 11 ° 2032'48 "E o N 8 Y STREET _ __ QUARR p05 °0 0' R20) - -- 100 ° 00 (1 �— 0 82402E'R5 &R10) (N82 82 28' E R 91) (No2° 2g �E R12&R20) (N82 3322"E 32. R20) FOUND 1 " 1. P. & P. P. 'LLEGIBLE, FLUSH, NO REF. ACCEPTED AS POINT ON CL PER P.M. 192132 -35 [PARC I L � [P.M. �g2 / 32-35 Z � 01) � \NN FOUND CAL TRANS BRASS 1 DISC, FLUSH STAMPED "CL EL SOBRANTE \ 643 +02 °29 EC" \ PER CMM 2051152 21 FOUND 1 " IP WIC. D °0° T. PLASTIC PLUG, DOWN 0 °2' PER CMM 2051152 ACCEPTED AS POINT ON W LINE FREEWAY RIGHT -OF -WAY N r -- SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. IRE CMM 205 n 15 3 ESTABLISHED PARALLEL WITH AND 30° 00' N'L Y FROM CIL QUARRY ST °, FITS FOUND MONUMENT ESTABLISHED POINT OF INTERSECTION ALONG PROD OF N L Y R/W QUARRY ST. AT RECORD DISTANCE PER CMM 205 -153 N82 0 32 48 E 23 °66 / (N82 0 33'34 "E 23 °67' R26) (N82 0 33'22 "E 23 °64' R12) FOUND 1 " I. P. & P. P. CDOT DN. 0° 2' NO REF. ACCEPTED AS ANGLE POINT PER CMM 205 -153 FOUND 1" I.P. & C -NAIL WO c� ACCEPTED p W AS PI OF CIL PER N \' AND P.M. 192132 -35 �� \ FOUND 2" BD "CDOT 651+ n FLUSH PER CMM 205 -153 ° O POINT ON \ 2? CIL PER RS 100181 Z O O 6) O� 0 N J 00 D j� 00\ D c9 M 0 0 0 c9�' ` N D F—+ Cn N r -- SEE BASIS OF BEARING AND DATUM STATEMENT ON SHEET 1 SEE SHEET 2 FOR MONUMENT NOTES, CONTROL DIAGRAM /INDEX MAP AND VICINITY MAP. IRE CMM 205 n 15 3 ESTABLISHED PARALLEL WITH AND 30° 00' N'L Y FROM CIL QUARRY ST °, FITS FOUND MONUMENT ESTABLISHED POINT OF INTERSECTION ALONG PROD OF N L Y R/W QUARRY ST. AT RECORD DISTANCE PER CMM 205 -153 N82 0 32 48 E 23 °66 / (N82 0 33'34 "E 23 °67' R26) (N82 0 33'22 "E 23 °64' R12) FOUND 1 " I. P. & P. P. CDOT DN. 0° 2' NO REF. ACCEPTED AS ANGLE POINT PER CMM 205 -153 • FOUND 1" I.P. & C -NAIL WO N. 0.15' NO REF. ACCEPTED p W AS PI OF CIL PER 100181 \' AND P.M. 192132 -35 �� \ FOUND 2" BD "CDOT 651+ c FLUSH PER CMM 205 -153 ° ACCEPTED AS POINT ON \ 2? CIL PER RS 100181 Z O 6) O� 0 N J 00 j� 00\ D c9 0 0 0 c9�' ` N • ° BIVSF R (S7 ? 34 R Rzi/ 33 36 „� W 406 °88, 406-861 R1 g PARCEL 1 R _ S 1131 2 EXTENDED S'L Y BNSF R/W LINE HOLDING FOUND MONUMENTS RECORD LENGTH PER RS 11312 TO EST. CORNER C7” 6) �� 82 °33 R11 &R1 z O O N °('0 W W o� A � co rn� _ J co 422 o, E 336 °56 R18) 336 °55 6 41 R31 FOUND 1 1. P. & P. P. CDOT h�� N82 24 2 1 77 ° 64' 0 7,7 ° DN. 0° 5 PER CMM 205 -153 0 144 "E ACCEPTED AS ANGLE POINT N82 23 ° 76' R31) _ 589 59 01 w (R� S TREET �\ IN FREEWAY R/W 158 °91 (15 -- QUARR — — W o A=33 _ - ---- \ FOUND 1" I.P. IS 5758" R =53 °00 (53 °00 R31 ) FLUSH PER RS 11312 ACCEPTED \ 51 °OZ - - -- L =30° 81 ' 617 °79 AS INT. N'L Y R/W QUARRY 41�V6_,1 3 7 °9 43(R) ° 3 �, 12 S 56 11- AND FREEWAY R/W 7 7,3 6 o 3 3 ' 72, � N82 23'44 E `' ° 9�" r6 3,, !y R �6f ESTABLISHED LINE BETWEEN 7 4 ' FOUND MONUMENT TO EAST 0 2=26 f AND POINT 30.00" SOUTHERLY 'Q2 OF FOUND MON. ACCEPTED AS MOST S'L Y COR° PARCEL 1 PER R° S° 11312. FOUND 1 " 1. P. & P. P. CD0T FOUND 11 ". Q 1 ° q5 DN. 1.0 PER CMM 205 -153 NO REF. ACCEPTED ACCEPTED AS ANGLE POINT CL INT. RADIO ROAD & IN FREEWAY R/W QUARRY STREET AS SHOWN ON R1 8 RECORD REFERENCE R9 = RS 45/5 R 10 = RS 71/7 R11 = RS 49/23 R12 = RS 100/81 R18 = RS 113/2 R19 = RS 45/16 R20 = PM 192/32 -34 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21/1995 R26 = CMM 205-153 R31 = DOC° NO. 1999 - 4037139 RECD 09/08/1999 l�Jil RIV °CO° 13091 0Z WO N N OD p W o WW �� C�' c (PNA A ° WN � O� � � D O O ✓ N ° BIVSF R (S7 ? 34 R Rzi/ 33 36 „� W 406 °88, 406-861 R1 g PARCEL 1 R _ S 1131 2 EXTENDED S'L Y BNSF R/W LINE HOLDING FOUND MONUMENTS RECORD LENGTH PER RS 11312 TO EST. CORNER C7” 6) �� 82 °33 R11 &R1 z O O N °('0 W W o� A � co rn� _ J co 422 o, E 336 °56 R18) 336 °55 6 41 R31 FOUND 1 1. P. & P. P. CDOT h�� N82 24 2 1 77 ° 64' 0 7,7 ° DN. 0° 5 PER CMM 205 -153 0 144 "E ACCEPTED AS ANGLE POINT N82 23 ° 76' R31) _ 589 59 01 w (R� S TREET �\ IN FREEWAY R/W 158 °91 (15 -- QUARR — — W o A=33 _ - ---- \ FOUND 1" I.P. IS 5758" R =53 °00 (53 °00 R31 ) FLUSH PER RS 11312 ACCEPTED \ 51 °OZ - - -- L =30° 81 ' 617 °79 AS INT. N'L Y R/W QUARRY 41�V6_,1 3 7 °9 43(R) ° 3 �, 12 S 56 11- AND FREEWAY R/W 7 7,3 6 o 3 3 ' 72, � N82 23'44 E `' ° 9�" r6 3,, !y R �6f ESTABLISHED LINE BETWEEN 7 4 ' FOUND MONUMENT TO EAST 0 2=26 f AND POINT 30.00" SOUTHERLY 'Q2 OF FOUND MON. ACCEPTED AS MOST S'L Y COR° PARCEL 1 PER R° S° 11312. FOUND 1 " 1. P. & P. P. CD0T FOUND 11 ". Q 1 ° q5 DN. 1.0 PER CMM 205 -153 NO REF. ACCEPTED ACCEPTED AS ANGLE POINT CL INT. RADIO ROAD & IN FREEWAY R/W QUARRY STREET AS SHOWN ON R1 8 RECORD REFERENCE R9 = RS 45/5 R 10 = RS 71/7 R11 = RS 49/23 R12 = RS 100/81 R18 = RS 113/2 R19 = RS 45/16 R20 = PM 192/32 -34 R22 = LLA 95 -20 DOC° NO. 1995-311528; RECD 09/21/1995 R26 = CMM 205-153 R31 = DOC° NO. 1999 - 4037139 RECD 09/08/1999 l�Jil RIV °CO° 13091